PROCEEDINGS
OF THE ELEVENTH WORLD CONFERENCE ON EARTHQUAKE ENGINEERING
ACAPULCO, MEXICO, 23-28 JUNE
1996
Author | Title |
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Paulay T. | Seismic design of concrete structures: the present needs of societies |
de Buen Oscar | Earthquake resistant design: a view from the practice |
Author | Title |
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Arnold Christopher | Architectural aspects of seismic resistant design |
Beck J. L | System identification methods applied to measured seismic response |
Bertero Vilelmo V. | State-of-the-art report on: design criteria |
Chopra Anil K. and de la Llera Juan G | Accidental and natural torsion in earthquake response and design of buildings |
Faccioli K | On the use of engineering seismology tools in ground shaking scenarios |
Holmes William T. | Seismic evaluation of existing buildings: state of the practice |
Housner George W. and Mash Sami F. | Structural control research issues arising out of the Northridge and Kobe earthquakes |
Riddell R. and de la Llera LC | Seismic analysis and design: current practice and future trends |
Singh S.K | Advances in seismology with impact on seismic hazard estimation |
TomazevicM. | Recent advances in earthquake-resistant design of masonry buildings: European prospective |
Villaverde Roberto | Earthquake resistant design of secondary structures: a state of the art report |
GeisDonaldE | Developing seismic resistant communities: creating safe communities for safe buildings - lessons for local governments |
Tassios T.P | Advances in earthquake-resistant design of concrete structures |
O'Rourke T. D | Lessons learned for lifeline engineering from major urban earthquakes |
1.1 Seismicity, Ground Motion and Site Effects | |
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1.1.1 Seismicity | |
Author | Title |
Prochdzkovd Dana | Man-made seismicity as environmental response to special anthropogenic activities |
Angulo Brown F„ Yepez E., Peralta J. A. and Pavia Miller C.G | A comparison of ground electroteUuric activity between two regions of different seismicity |
Aydan Omer, Sezaki Milsuhiro and Yarar Rifat | The seismic characteristics of Turkish earthquakes |
Takanami Tetsuo, Kaneko Takakichi, Hayashikawa Toshiro and Wakazono Hidetaka | Seismic quiescence before the Hokkaido-Toho-oki earthquake of October 4, 1994 |
Lobatskaya R.M., KoffG., Kozlov V.A. and Kabantsev O.V. | Felt effects in relation to the development of the intrafault space |
Benouar Djillali | A methodology for the re-evaluation of the seismicity. A case study: the Maghreb region |
Maldonado S. C, Monnin M., Segovia N. and Seidel J. L | A radon measuring network to study radon anomalies as precursors of strong earthquakes in the Guerrero seismic gaps |
Narula
P. L., Pande P., Gupta S. K., Harendranath L. and Venkataraman N. V. |
Macroseismic surveys and source mechanism of Latur earthquake of September 30 1993, peninsular India |
Al-Amri Abdullah M., Al-DailM. A. and Al-Haddad Mohammad S.H. | Recent swarm activity in the Gulf of Aqabah region |
Suarez Gerardo and Sanchez Osvaldo | Shallow depth of seismogenic coupling in southern Mexico: implications on the maximum size of earthquakes in the subduclion zone |
1.1.2 Intensity attenuation |
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Author | Title |
Hattori Sadaiku | Ground motion and site- effect in southwestern area of Hokkaido, Japan |
Lekkas E. L., Kranis H.D., Leounakis M. and Stylianos P | Brittle techtonics: a factor in the intensity distribution of the Hanshin earthquake |
Zhang Ruichong | Statistical estimation of earthquake ground motion characteristics |
Kamiyama Makoto | A relation between the peak value and period of strong ground motions |
Irie Yasutaka and Terasaka Yasunari | Wave propagation in soils and wooden houses due to moving traffic excitations |
Hu Yuxian, Zhou Keshen, Yan Xiujie and Lu Hongshan | Estimation of various ground motion parameters for regions of few acceleration data |
Manic Miodrag | Empirical scaling of Fourier amplitude spectra in respect to magnitude, distance, local soil and site geology in former Yugoslavia |
Wong Ivan G, Silva Walter J., Youngs Robert R. and Stark Cathy | Numerical earthquake ground motion modeling and its use in microzonation |
Kurita
Tetsushi, Tsuzuki Tomio, Annaka Tadashi, Shimada Masayoshi and Fujitani Masahiro |
Scattering attenuation of seismic waves in inhomogeneous media |
McCue Kevin F. | Near-field characteristics of recent intraplate earthquakes in Australia |
Nakamura Ryouichi, Nishimura Isao and Watanabe Takeshi | Determination of hypocenter using seismic intensity distributions and 3-D attenuation structure |
Cardenas Soto Martin and Chdvez-Garcia Francisco | Regional amplification of ground motion in central Mexico. Constraints from observations and modelling |
Astroza Maximiliano and Monge Joaquin | Effect of site conditions on the seismic intensity |
Romeo W. Roberto, Tranfaglia Giuseppe and Caslenetto Sergio | Engineering-developed relations derived from the strongest instrumentally-delected Italian earthquakes |
Timiovska Lenka S. | Study of isoseismals of earthquakes |
Niwa
Masanori, Ohno Susumu, Takahashi Katsuya and Takemura Masayuki |
Estimation of peak accelerations and response spectra on rock for the 1995 Hyogoken-Nanbu earthquake, Japan |
Doz Graciela N. and Riera Jorge D | The stick slip motion as a simplified model for the simulation of seismic excitation |
Zama Shinsaku | Regionality of long-period ground motion using JMA strong motion displacement records |
Xue Songlao, Gao Fei and Izumi Masanori | Wave attenuation in wavenumber-frequency domain |
Dohi Hiroshi, Kawano Masahiro and Matsuda Satoshi | Response spectra of ground motion above earthquake fault |
1.1.3 Ground motion: instrumentation and data processing |
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Author | Title |
Satoh Toshimi,
Sato Toshiaki, Uetake Tomiichi and Sugawara Yoshitsugu |
A study on envelope characteristics of strong motions in a period range of 1 to 15 seconds by using group delay time |
Dorofeyev Vladimir M. | The fundamentals of function and development of the engineering-seismometric network |
Tsujihara Osamu and Sawada Tsutomu | A localized identification of dynamic soil properties of subsurface layers in ground by vertical array records |
Aguilar Carboney Jorge A., Sordo Emilio, Fernandez Alejandro and Iglesias Jesus | Inter-university strong motion accelerometer network in Mexico |
Baldvinsson
CunnarL, Thorainsson Odinn,
Olafsson Simon and Sigbjornsson Ragnar |
An overview on strong motion monitoring and recordings in Iceland |
Kawano Masahiro, Dohi Hiroshi and Matsuda Satoshi | A study on ground motion for seismic design based on wave propagation theory and source dynamicsKawano Masahiro, Dohi Hiroshi and Matsuda Satoshi |
Ramirez-Centeno Mario Sal and Ruiz-Sandoval Manuel | Experimental study of the soil-structure interaction effects on three different kinds of accelerometric bases |
Nigbor Robert L. and Madura Kim | Collection and archiving of code accelerograph data from the Northridge earthquake |
Brady Gerald, Diehl John G. and Nigbor Robert L | Digitization of strong motion film records using a high resolution desktop scanner |
Sasatani Tsutomu, Furumura Mitsuko, Saito Seiji and Nagumo Hideki | Wide band strong motion records during the 1994 Hokkaido Toho-oki earthquake (M8.1) |
Kawakami Hideji and Mogi Hidenori | Simulated space-time variation of earthquake ground motion including observed time history record |
Clemente Paolo and Rinaldis Dario | Analysis of the low frequency content in strong motion records |
Shakal Anthony F., Petersen Carl D., Cramlet Alan B. and Darragh R.B | Near-real-time CSMIP strong motion monitoring and reporting for guiding event response |
Gonzdlez-Pomposo
Guillermo,
Alcdntara-Nolasco Leonardo,
Almora David,
Torres Miguel, De Game
Jorge G. and Macias Marco Antonio C. |
Free field accelerograms in Puebla City, Mexico (1978-1994) |
Masao Tom, Mashimo Mitugu and Sugahara Masaharu | A method of azimuth examination for seismometers using observed earthquake |
Asayama Shuichi and Suto Fukuzo | Influence of spatially variant ground motions on response of a building with long configuration |
Quaas Roberto, Medina Salvador, Alcdntara-Nolasco Leonardo, Mena-Sandoval Enrique, Espinosa-A J. M., Otero-Pliego Juan Antonio, Javier-Castro Clara C, Contreras Oscar and Munguia Luis | Mexican strong motion database. An integrated system to compile accelerograph data from the past 35 years |
1.1.4 Ground motion: records and models |
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Author | Title |
Philipov Philip, Ishtev Kamen and Dineva Petia S. | Wave propagation in soil by theoretical and experimental methods |
Touhei T. | Analysis of layered solid-fluid media in a gravity field |
Bommer J. J. and Martinez-Pereira Alejandro | The prediction of strong-motion duration for engineering design |
Foda Mostafa A. and Chang Yuh-Huei | Faraday resonance in thin sedimentary layers |
Yokoyama Hiroaki | Predominant period of sedimentary surface wave and analysis of earthquake in the Osaka Plain |
Morita M. and Touhei T. | Analysis of wave propagation in an oceanic structure using a normal mode superposition method |
Hisada Yoshiaki | 3D simulations of long-period strong ground motion in sedimentary basins |
Tselentis G. -A., Koukis G., Sokos E., Rubas D., Jansky J., Plicka V., PakzadM. andZahradnik J. | Modelling the strong ground motions in the city of Patras, Greece, during July 1993 earthquake |
Villacres Alex | The 1942 Guayaquil earthquake, recent evidence |
Horike M. and Takeuchi Y. | Comparison of spatial variation of seismic motion in three different geological conditions |
Harada T., Tanaka T. and Ohsumi T. | Engineering simulation of ground motions from an extended rupture |
Deodatis George, Durukal E., Papageorgiou Apostolos S. and Shinozuka Masanobu | Synthesis of ground motions of a Loma Prieta-type earthquake in the vicinity of the San Francisco metropolitan area |
Kawase Hiroshi, Satoh Toshimi and Fukutake Kiyoshi | Simulation of the borehole records observed at the port island in Kobe, Japan, during the Hyogo-ken Nanbu earthquake of 1995 |
Hao Hong | Characteristics of rotational ground motions |
Rossmanith H. P., Knasmillner R. E. and Uenishi K. | Slope-instability due to earthquake-induced Rayleigh wave interaction with canyons |
Kumar Ashok, Basu Susanta and Chandra Brijesh | Critical evaluation of various steps in processing of strong motion data |
Yeh Yeong-Kae and Yeh Chau-Shioung | On the elastic wave scattering of a hemispherical canyon in time domain due to normal incident P wave |
Yeh Chau-Shioung, Teng Tsung-Jen, Liao Wen-I and Tsai I-Chang | A series solution for wave diffraction by a semi-cylindrical alluvial valley |
Mitsuji Kazuya, Kurita Satoshi and Izumi Masanori | Wave propagation in fluid-saturated ground by use of immiscible mixture theory |
Stephenson W.R | Joint time-frequency-azimuth decomposition of earthquake-induced resonant ground motion |
Conte Joel P. and Peng Bor-Feng | Nonstationary earthquake ground motion model |
Told Kenzo, Sasagavsa Motofumi and Yamashita Norihiko | Effects of scattered wave induced at the interface of soil layers on seismic response of subsurface ground |
Sawada Sumio | Dynamic source inversion of seismic fault by superposition method |
Suzuki Takanobu, Hakuno Motohiko and Igarashi Shunichi | Numerical simulation on magnification of the ground motion in the irregular surface layer |
Zhao Fengxin, Hu Yuxin and Li Xiaojun | An empirical law for phase difference spectrum of earthquake ground motion |
Tobita Jun and Sugimura Yoshihiro | Estimation of nonlinear ground response characteristics in Hachinohe City, Japan |
Li Xiaojun | Basic problems of the explicit numerical method for analyzing the earthquake response of inhomogeneous local site |
Lew Marshall and Naeim Farzad | Use of design spectrum-compatible time histories in analysis of structures |
Annaka Tadashi, Tsuzuki Tomio, Etsunaga Kenji and Shimada Masayoslti | Bayesian estimation of strain dependence of dynamic soil properties from the strong motion accelerograms recorded by a vertical array |
Der Kiureghian Armen and Keshishian Petros | Effect of site response on spatial variability of ground motion |
Somerville P. G., Smith Nancy F. and Abrahamson Norman A | Accounting for near-fault rupture directivity effects in the development of design ground motions |
Gomez-Bernal Alonso and Saragoni Rodolfo G | Oscillations of the Mexico City surface layer excited by surface seismic waves |
Ejiri Joji and Goto Yozo | Introduction of topographical effects on site response for design spectra |
Roller M. G., Lachet C. and Fourmaintraux D | Seismic hazard assessment with the aid of empirical Green's functions |
Aguirre Jorge | Non-linear site effects at Port Island vertical array during 1995 Hyogo-ken Nanbu earthquake |
Hudson Martin B., Skyers Brian D. and Lew Marshall | Vertical strong ground motion characteristics of the Northridge earthquake |
Morimoto Hisanori, Furukawa Tadatoshi and Baba Kensuke | Distribution of structural damage around the Mukogawa river basin suffered from the Great Hanshin (Hyogoken Nanbu) earthquake of January 17, 1995 |
Wang Zifa | Seismic response of alluvial valleys |
Nakamura Hirokazu | Depth-dependent spatial variation of ground motion based on seismic array records |
Kitamura
Gaku, Enomoto Takahisa, Iwatate Takahiro and Kuriyama Toshio |
Numerical analysis of seismic ground motion propagated in irregular soil boundary conditions |
lida Masahiro, Ordaz Mario, Taniguchi Hitoshi, Gutierrez Martinez Carlos A and Santoyo Garcia Miguel | Interpretation of wave field inside the Mexico Valley based upon borehole data |
Chdvez-Garcia
Francisco and Romero-Jimenez Evangelina |
A detailed analysis of ground motion in Mexico City during the 4.25.89 Guerrero earthquake |
Shibuya J. and Takahashi S. | Effect of spatial variation of ground motion on surface soil amplification |
Zsohar Martin and Scherer J. Raimar | An approach for determining the Eigenfrequencies of random soil with the Fokker-Planck equation |
Bozorgnia Yousef, Niazi Mansour and Campbell Kenneth. W. | Relationship between vertical and horizontal response spectra for the Northridge earthquake |
Iwatate Takahiro, Ohoka Akira and Ando Koji | Surface ground motion characteristics of Zushi-site |
Wallace Robert M. and Rollins Kyle M. | Amplification of earthquake motions in the Great Salt Lake Valley due to deep basin shape and shallow soil stratigraphy |
Mohammadioun Bagher and Gariel Jean-Christophe | An analysis of soil effects on earthquake bed-rock motion: a cooperative NRC/IPSN downhole experiment at Garner Valley (California) |
Kamae Katsuhiro and Pitarka Arben | Simulation of strong ground motion from the 1994 Northridge earthquake using hybrid Green's function |
Nakamura Yutaka | Fault dynamics of the 1995 Hyogo-ken-Nanbu earthquake derived from strong motion records |
Chavez Perez Sergio and Louie John N. | Reflectivity structure beneath San Fernando Valley, California, using seismicity data and exploration seismology techniques |
Nishikawa Takao and Seki Takao | A study on surface response analysis of dipping layer considering effects of diffracted wave |
Higashi Sadanori | Propagation characteristics of seismic waves by using the three-dimensional pseudospectral method |
Pedersen H.A. and Campillo M. C. | Influence of wave azimuth on site effects |
Tsurugi M., Tai M. and Okazaki A | Simulation of strong ground motion from the 1993 Noto-Hanto-oki earthquake combined empirical Green's function method with stochastic simulation method |
Sdnchez-Sesma F.,/.,
Irikura K., PerrotJ.,
Rodriguez-Zuhiga J. L. and Avila-Carrera R |
The variational projection method: a new technique to simulation the seismic response of shallow alluvial valleys |
Coty Patricia A., Tao Dorothy S. and Lewis Ajita | Comprehensive CD-ROM index on earthquake engineering: NCEER-EERC-Newcastle Cooperative Project |
Castano
Juan C, Zamarbide Jose L., Arango Ignacio and Bufaliza Mario A. |
The possible influence of soil conditions on earthquake effects: a case study |
Koyama Shin, Okawa I., Kashima Toshihide and Kitagawa Yoshikazu | Characteristics of ground motion in Kobe area |
Tumarkin Alexei G, Archuleta Ralph and Oglesby David D | A dual approach to ground motion prediction |
Tong Huanan, Ansary Mehedi Ahmed and Yamazaki Fumio | Predominant period and non-linear response of soil layers from multiple-site records |
Ndprstek Jiri and Fischer Ondrej | Dispersion of two-dimensional waves through continuum with randomly variable parameters |
Shinozaki Yuzo and Yoshida Kazuhiro | Seismic waves in 3-D sedimentary basins due to point source |
Nakamura Susumu and O'Rourke Michael | Dynamic behavior of embankment based on the observed earthquake motion |
Somei-ville P. C, Graves R. W. and Saikia Ch. K. | Estimation of strong motion time histories experienced by steel buildings during the 1994 Northridge earthquake |
Kagawa Takao | Estimation of velocity structures beneath Mexico City using microtremor array data |
Sato
Kiyotaka, Kokusho Takeji, Sawada Yoshihiro and Yajima Hiroshi |
Soil amplification and seismic motion of surface geology included Pleistocene layers in Hyogo-ken-Nanbu earthquake |
Suzuki Sanshiro and Asano Koichiro | Effect of different layered ground models on dynamic amplification considering the soil parameter variations |
Iguchi Michio and Hanamura Masaki | Estimation of incident seismic waves based on spatial variation of surface ground motions |
Manoogian Michael E. and Lee Vincent W. | Application of the method of weighted residuals to the scattering and diffraction of elastic SH waves by surface and sub-surface topography of arbitrary shape |
McVerry Graeme H. | Microzone effects in Wellington, New Zealand demonstrated by records from a strong-motion array |
Emami S.M.R., Iwao Y. and Harada T. | A method for prediction of peak horizontal acceleration by artificial neural networks |
Arias S. Arturo | Local directivity of strong ground motion |
Abe Ken'ichi and Watanabe Hiroyuki | A study on amplification factors of earthquake motions observed at a granite site and relationships between their vertical and horizontal motions |
Morikawa Hiroshi and Katneda Hiroyuki | Stochastic interpolation of power spectra using observed earthquake ground motions |
Borcherdt Roger D | Strong ground motions generated by the Northridge and Hanshin-Awaji earthquakes of January 17, 1994 and 1995; implications for site-specific design factors |
Konno Katsuaki | Amplification factors estimated from spectral ratio between horizontal and vertical components of microtremor |
Kataoka Shojiro and Ohmachi Tatsuo | Synthetic earthquake motion of 2-D irregular ground in near-field |
Nogoshi Mitsuo | Ground vibration characteristics of strong-motion observatory site of Akita University set up in the area damaged by soil liquefaction |
Iskandar Veronica E., Doroudian Macan and Vuceiic Mladen | Development of geotechnical database for Palo Alto and its utilization for seismic microzoning |
Suzumura Jun-ich, Ozaki Milsuhiro and Hanada Kazufumi | One dimensional scattering model for horizontal soil layers |
Gariel Jean-Christophe and Masset Jean-Paul | A composite seismic source model based on fractal distribution of circular cracks |
Zare Mehdi | The soft soil site responses to the Manjil, Iran (1990) earthquake |
Suetomi lwao and Nakamura Susuinu | Spectral characteristics and nonlinear effects during recent large earthquakes observed at Kushiro City, Japan |
Murai Nobuyoshi, Okamoto S. and Ohba Shintaro | Earthquake motion characteristics of the 1995 Hyogo-ken Nanbu earthquake observed in various types of ground in the Osaka Plain |
Midorikawa Saburoh, Si Hongjun and Matsuoka Masashi | Empirical analysis of peak horizontal velocity for the Hyogo-ken Nanbu, Japan earthquake of January 17, 1995 |
Wakamatsu Kunio and Yasui Yuzuru | Possibility of estimation for amplification characteristics of soil deposits based on ratio of horizontal to vertical spectra of microtremors |
Furumura Mitsuko and Furumura Takashi | Basin-induced surface waves in the Tokachi Basin, Hokkaido, Japan |
Sun
Jian-sheng, Nagai Tetsuo, Shiotsuki Takahisa and lkejiri Takeshi |
Study on seismic damaged area with line-shape in Hyogoken-Nanbu earthquake 1995 |
Mow Makoto and Takita Mitsugu | Earthquake damage of building structures by the 1994 far-off-Sanriku earthquake and site effects |
Sykora David W., Moriwaki Yoshiharu, Barneich John A. and Abrahamson Norman A | Measured variation of peak acceleration and peak particle velocity with depth at soil sites |
Takita Mitsugu, Mow Makoto and I to Keiichi | Seismic amplification of surface layers in the 1994 far-off Sanriku earthquake |
Minami Tadao and Sakai Yuhki | Extremely large potential destructiveness of the ground motions measured in the 1995 Kobe earthquake in Japan |
Pavlenov V.A. and Checlielnitsky V.V. | Non-linear ground motions at seismic dynamic loads |
Yamada Koji, Ishida Eisuke, Nakagawa Mamotu, Arakawa Masatomo and Koide E. | Development of the GUI on the vibration environment in Higashiyama campus of Nagoya University |
Morichi S., Imamura Y., Saeki M., Takano T. and Oda K. | An examination on observed results of ground strains during earthquakes |
Igarashi Shunichi | Liquefaction prediction with energy-related parameters of soil and ground motion |
Kiyono Junji and Suzuki Makoto | Conditional simulation of stochastic waves by using Kalman filter and Kriging techniques |
Porter Lawrence D | The influence of earthquake azimuth on structural response due to strong ground shaking |
Tai M. and Iwasaki Y. T. | Simulation of the 1995 Hyogo-ken-Nanbu earthquake using stochastic Green's function in consideration of site-specific amplifications and phase characteristics |
Kudo Kazuyoshi and Kataoka Shojiro | A dense strong motion array observation in Kushiro City for evaluating the effects of surface geology on seismic motion |
Uetake Tomiichi, Yamanaka Hiroaki and Sugahara Masaharu | Estimation of subsurface structure in Niigata area, Japan, using surface-wave dispersion data for evaluation of long-period ground motion |
Bonilla Fabian L., Steidl Jamison H. and Tumarkin Alexei G | Site amplification in the San Fernando Valley from weak- and strong-motion data |
Kashima Toshihide, Okawa I. and Koyama Shin | Characteristics of strong ground motions observed at Kushiro meteorological observatory |
Shinohara Hideaki, Jin Kaoru and Yamamoto Akio | Local site effects of surface geology on strong earthquake motion during the 1993 Kushiro-oki earthquake |
Haile Messele and Seo Kazuoh | Analytical study of site effects in Kobe City during the January 17, 1995 Hyogo-ken-Nanbu earthquake |
Reinoso Eduardo | Two and three dimensional scattering from topographical structures and alluvial valleys and comparisons with accelerometric data: the case of Mexico City |
Kurita Katsumi | Characteristics of seismic S-wave propagation at the edge of sedimentary plain |
Yamanaka Hiroaki, Nozawa Takashi and Ishida Hiroshi | Application of interstation spectral ratio technique of long-period microtremors to estimate site effects |
Iwata Tomotaka, Hatayama Ken and Pitarka Arben | Site amplification of ground motions during the 1995 Hyogo-ken Nanbu earthquake, Japan, in severely damaged zone |
Gutierrez Carlos, Masaki Kazuaki, Lermo Javier and Cuenca Julio | Relative amplification and dominant periods map for seismic motions in Colima City, Mexico |
Akamatsu Junpei, Saito Hideo, Jido Mitsuru, Morikawa Hitoshi, Nishimura Keiichi and Komazawa Masao | Effects of irregular bedrock configuration in a sedimentary basin on ground vibration characteristics |
Seo Kazuoh, Haile Messele, Kurita Katsumi, Yamazaki Kensuke and Nakamaru Akiko | Study of site effects in Kobe area using microtremors |
Sasaki Toru and hliwa Masanori | Estimation of rupture process of the 1995 Hyogo-ken-Nanbu earthquake and its simulation |
Tamura Shuji | Comparison of body and Rayleigh wave displacements generated by a vertical point force on a layered elastic medium |
Konno
Takaaki, Uchiyama Shoji, Ibe Yukimi,
Iizuka Setsuo and Hayashi Masao |
Evaluation of earthquake motion for nuclear power plant on Quaternary deposit |
Carreno
Emilio H., Sudrez Agustin, Martin Antonio J. and Bldzquez Martinez Rafael |
Engineering parameters of Spanish accelerograms. Comparison with code provisions |
Okawa I., Shibuya J-I, Yamada M., Hagio K. and Tohdo M | An evaluation of local site effects on strong ground motion considering microland form and deep subsurface structure |
Anderson
John G., Quaas Roberto, Chen Qingbin, Almora David, Vazquez Ricardo, Velasco Juan Manuel, Perez Citlali and Castro Gerardo |
Characteristics of earthquakes in the Mexican subduction zone on strong motion accelerograms |
Ohno Susumu,
Konno Takaaki, Abe Ken 'ichi, Masao Torn, lizuka Setsuo and Uebayashi Hirotoshi |
Method of evaluating horizontal and vertical earthquake ground motions for aseismic design |
Nagumo Hideki,
Sasatani Tsutomu, Saito Seiji, Takahashi Masayoshi and Sakaue Minoru |
Seismic response of soft soil in Kaminokuni, Hokkaido, Japan |
Zeng Yuehua, Anderson John G., Su Feng, Yu Guang, Lee Yajie, Ni Shean-der, Chen Qingbin, Siddharthan Raj and Day Steven | Composite source model: applications to generating realistic strong ground motions and to understanding the underlying physical processes |
Bard P. Y., Gueguen Philippe and Wirgin Armand | A note on the seismic wavefield radiated from large building structures into soft soils |
LachetC. and Bard P. Y. | A simulation technique based on spatial interpolation of Green's functions |
Maugeri Michele, Frenna Maurizio S. and Spatola Paolo | On Rayleigh waves propagation in layered soils |
Jin Shaung, Lutes Loren D. and Sarkani Shahram | Simulation of three dimensional seismic motion |
Adam Mahre, Takemiya Hirokazu | Seismic wave amplification in Kobe during Hyogo-ken Nanbu earthquake |
SaikiaCh.K. | Prediction of design ground motions for large earthquake |
Graves R. W. | Simulating realistic earthquake ground motions in regions of deep sedimentary basins |
Mohammadioun G. and Mohammadioun B | Vertical/horizontal ratio for strong ground motion in the near field and soil non-linearity |
1.2 Seismic Hazard and Risk Analysis | |
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1.2.1 Seismic hazard analysis | |
Author | Title |
Xie Li-li, Xiaxin Tao and Huiqiang Zuo | An AI-GIS based seismic hazard assessment system for urban area |
Hsu Hui-Mi and Chang Kuo-Ping | Seismic hazard along a Taipei rapid transit line |
Fat-helbary Raafat E. and Ohta Yutaka | Assessment of seismic hazard in Aswan area, Egypt |
Myslimaj Bujar and Matsushima Yutaka | Statistical estimates of site-specific response spectra for design purposes |
Stamatovska Snezna G. and Petrovski Dimitar | Empirical attenuation acceleration laws for Vrancea intermediate earthquakes |
Belubekian Maya E. and Kiremidjian Anne S | Magnitude-pattern adaptive earthquake occurrence model for a fault |
Dorofoyeva
Ludmila N., Dorofeyev Vladimir M., Korobova Valentino A. and Mamaev Surhay A |
The nonstationary model of seismic effects for design of structures |
Beliaev Viacheslav S., Dolgaya Angelika A. and Indeykin Andrey V. | Specification of design seismic effect level at evaluation of seismic stability of responsible structures |
Dolce Mauro, Sabetta Fabio and Colozzo Riccardo | Seismic risk assessment in the historical centre of Rome |
Shibata Heki | Reevaluation of design basis earthquake for critical industrial facilities |
Sigbjornsson Ragnar, Baldvinsson Gunnar I. and Thrdinsson Hjbrtur | The mapping of seismic hazard using stochastic simulation and geographic information systems |
Matsumura Kazuo | Stationary seismic hazard in Japan based on the seismotectonics |
Ruttener Erik S., Mayer-Rosa Dieter and Egozcue Juan Jose | Bayesian estimation of seismic hazard for Switzerland |
Ahmed KhaledA., Kanda Jun and Jwasaki Ryoji | Estimation of uncertainties in the dynamic response of urban soils in Japan |
Grunthal Gottfried and Schwarz Jochen | Seismic hazard related representations of seismic action—new approaches and their application to low seismicity regions of Central Europe |
Betbeder-Malibet Jacques | Closed-form solutions for probabilistic seismic hazard assessment in diffuse seismicity zones |
Abdalla J. A., Mohamedzein Y. E.-A. and AbdelWahab A | Towards seismic hazard assessment and probabilistic zoning of Sudan |
Amakuni Kunihiro and Mochizuki Toshio | Distribution of seismic intensity and damage in Kushiro City caused by the 1993 Kushiro-oki earthquake (M7.8) |
Potapov V.A. and Ivanov F.I. | The quantitative evaluation of seismic hazard on the base of the limit of plasto-elastic stage of deformation |
Berge
Catherine, Bernard Pascal, Bour Myriam and Dominique Pascal |
A probabilistic seismic hazard assessment using the spectral source model |
Algermissen S. Theodore, Thenhaus Paul and Campbell Kenneth W. | Global earthquake hazard and risk assessment |
Suzuki Shigeru and Nakamura Ryouichi | A stochastic seismic hazard model with temporal and spatial dependence |
Zhang Xui-Liang and Yan Xin-Yu | An improved method of seismic hazard assessment for the site of important engineering structures |
Ishida Eisuke, Koiso Toshihiro, Yamada Koji, Arakawa Masatomo and Koide E. | A study on object oriented seismic disaster prediction—application to evaluation of earthquake ground motion |
Marmureanu G, Cioflan C. and Moldoveanu C. | The DBE design response spectrum does not mean double of the SDE one |
Sarria
Alberto, Garcia Luis E., Espinosa Augusto S. and Yamin Luis |
Seismic risk maps for the update of the Colombian seismic code |
Grases Jose, Audemard Franck and Malaver Alfonso J. | Seismic energy released along a segment of the Southern Caribbean plate border |
Lungu Dan,
Cornea Tiberiu, Craifaleanu Iolanda and Demetriu Sorin L |
Probabilistic seismic hazard analysis for inelastic structures on soft soils |
Kagami Hiroshi, Okada Shigeyuki and Takai Nobuo | Seismic hazard maps of Hokkaido, Japan, based on the data of questionnaire intensity surveys |
Kim J., Yun CM. andlmC.B | Sensitivity analysis in the probabilistic seismic hazard analysis |
Makdisi Faiz /-,
Power Maurice S., Westing John R., Hanson Kathryn L., Wang Zhi Liang, Rosidi Dario and Chiou Shyh Jong |
Seismic hazard and ground motions estimates for a building site in Kobe, Japan |
Wang Fu,
Mortgat Christian P., Wang Zifa and Boley Janet |
Seismic hazard analysis of Mexico |
1.2.2 Zonation and microzonation |
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Author | Title |
Zhao Doming, Horike M. and Takeuchi Y. | Comparison of spatial variation between microtremors and seismic motion |
Vera Raul, Ramirez Horacio and Carmona Jose | Seismic microzoning of Toluca City |
Xiaxin Tao and Zhengtao Cui | A procedure for rating site with considering the combination effect of soil layers |
Talaganov Kosta, Mihailov Vladimir P., Bickovski Vladimir and Sesov V. | Feasibility study for regulation of a river valley in earthquake-prone region |
Tokeshi Juan Carlos, Sugimura Yoshihiro and Sasaki Tatsuo | Assessment of natural frequency from microtremor measurement using phase spectrum |
Araneda Manuel, Mange Joaquin and Avendaho M. Soledad | Microzoning studies in the Maule region, Chile |
Ueluin Fumiaki and Nakamura Yutaka | Ground motion characteristics around Kobe City detected by microtremor measurement—the great hanshin earthquake disaster |
Fah Donat, Noack Thomas, Kruspan P. and Riittener Erik S | Microzonation of the city of Basel (Switzerland) based on numerical simulations and in-situ measurements |
Enomoto Takahisa and Watanabe Kazutaka | Distribution of predominant periods of ground shaking estimated by microtremor measurements in Kushiro City |
Teves-Costa Paula and Senos Luisa | Natural frequencies of the alluvium deposits in the lower Tagus valley |
Jafari Mohammad Kazem, Bahavar Manuchehr and Kamalian Mohssen | Seismic microzonation of south-east Tehran |
Miyakoshi Ken and Okada Hiroshi | Estimation of the site response in the Kushiro City, Hokkaido, Japan, using microtremors with seismometer arrays |
Villacis C. A. and Kaneko F. | Adapting existing microzoning techniques in industrialized countries to reduce the earthquake risk in developing countries |
Jara-diaz Manuel, Hurtado Francisco and Sudrez Roberto E. | Seismic risk analysis of Morelia |
Alonso Guillermo, Cruz Robertony, Ruiz-Sandoval Manuel and Santos F. | Seismic zonation of Tuxtla Gutierrez, Mexico |
Warnitchai Pennung and Lisantono Ade | Probabilistic seismic risk mapping for Thailand |
Aral Hiroshi, Tokimatsu Kohji and Abe Akio | Comparison of local amplifications estimated from microtremor F-K spectrum analysis with earthquake records |
Tokimatsu Kohji, Aral Hiroshi and Asaka Y. | Three-dimensional soil profiling in Kobe area using microtremors |
Lenhardt Wolfgang A | On the definition of seismic source zones for hazard estimates |
Merati Widiadnyana, Surahman Adang and Sidi Indradjati | Indonesian earthquake zonation development |
Wang Z, Zeng Xiangwu, Woolery E., Street R. and Ni B | A comprehensive geological and geotechnical study on site response at selected sites in the new Madrid seismic zone |
Gama-Garcia Andres and Whitney Robert A | Preliminary seismic zonation of Chilpancingo, Guerrero, Mexico |
Ruiz Carlos and Juarez Jaime | Seismic zonation of Puebla, Mexico |
Lermo Javier, Nieto-Obregon Jorge and Zermeho Mario | Faults and fractures in the valley of Aguascalientes. Preliminary microzonificalion |
Hosseini Mir Mohammad | Microzonation of a southern part of Tehran to liquefaction |
Takai Nobuo and Kagami Hiroshi | Seismic microzonation of coastal hillside city—a case study in Otaru, Hokkaido, Japan |
Montoya-Dulche Carlos E. and Vitiello-Sborgia Flavio | Optimal seismic microzonation: a genetic approach |
Toshinawa Takumi, Matsuoka Masashi and Yamazaki Yoshitaka | Gound-motion characteristics in Santiago, Chile, obtained by microtremor observations |
Kobayashi Hiroyoshi, Vidal Francisco, Feriche Mercedes D., Samano Takanori and Alguacil Gerardo | Evaluation of dynamic behavior of building structures with microtremors for seismic microzonation mapping |
Sanchez Vidal F., Romacho Maria D., Feriche Mercedes D., Navarro M. and Abeki Norio | Seismic microzonation in Adra and Berja town of Almeria, Spain |
Abeki Norio, Punongbayan Raymundo S., Garcia Delfi'n C, Narag Ishmael C, Bautista Bartolome C, Bautista M., Leonila P., Banganan Esmeralda L., Tabanlar Romeo A., Soneja Dante S., Masaki Kazuaki, Maeda Naoki and Watanabe Kazutaka | Site response evaluation of Metro Manila using microtremor observations |
Iglesias Jesus, Rami'rez-centeno Mario Salvador, Carballo Jorge, Jara-Diaz Manuel, Guerrero Jose J., Juarez Hugon, Gomez-Bernal Alonso and Aguilar Carboney Jorge A |
Seismic zonation of Mexican cities |
Cascone Ernesto, Cavallaro Antonio M.F. and Maugeri Michele | Analysis of impact and traffic-induced vibrations for the characterization of a clayey soil |
Lara Otton | Estimation of dynamic characteristics of soils for code purposes |
1.2.3 Vulnerability and risk |
|
---|---|
Author | Title |
Klyachko M.A. and Kouznetsova-Irzakhmetova I. 0 | Estimation and abatement of the urban seismic risk |
Anagnos Thalia,
Bouhabid Jawhar, Lawson Scott and Bouhafs Mourad |
Application of an integrated-GIS loss estimation methodology to emergency response preparedness |
Wang Fu,
Windeler Donald S., Mortgat Christian P., Boley Janet and Davidson Rachel |
Seismic hazard analysis in New Zealand |
King Stephanie A. and Rojahn Chistopher | A comparison of earthquake damage and loss estimation methodologies |
Oliveira C.S., Campos-Costa A. and Sousa M. L | Basis for earthquake insurance policies |
Georgescu Emil-Sever and Kuribayashi Eiichi | Disaster scaling for recent earthquakes |
Pais Isabel, Teves-Costa Paula and Cabral Joao | Emergency management of urban systems under earthquake damage scenarios |
Segawa Shukyo and Komaru Yasushi | Pediction of earthquake damage and simplified instantaneous earthquake damage prediction system using personal computer |
Shibata K., Horike M. and Takeuchi Y | Construction of disaster prevention database for countermeasures against earthquake disaster |
Liu Anqi and Jones Nicholas P | A model for global loss estimation in earthquakes |
Tomatsu Yukio and Sato Yasuhiko | Analysis of satellite images in the liquefied regions |
Li Jie and Song Jianxue | Study on the system simulation and simulation-based control for earthquake disaster field |
Rynn John M. W.,
Hughes Peter, R., Brennan Edward, Stuart Harold J. and Pedersen I. S. |
Earthquake zonation mapping in continental Australia—practical applications in earthquake mitigation |
Okada Shigeyuki | Description of indoor space damage degree of building in earthquake |
Rad Franz N. and McCormack Thomas C. | A methodology for estimating earthquake losses for buildings in urban areas |
Angeletti Paolo,
Belloni Antonella, De Andrea Silvio, Padovan Nadia, Pergalani Floriana, Petrini V. and Vinciguerra Giovanni |
A large scale assessment of seismic risk |
Lenhardt Wolfgang A | Quick disaster estimation |
Smolka Anselm and Rauch Ernst | The earthquakes of Northridge 1994 and Kobe 1995—lessons for risk assessment and loss prevention with special reference to earthquake insurance |
Nassar Aladdin
A., Williams Chesley R., Romer Mark E., Vandermarck Paul and Bendimerad Fouad |
Seismic risk analysis model for Mexico City using spectral accelerations |
2.1 Laboratory Tests | |
---|---|
Author | Title |
Luong Phong M | Centrifuge modelling of a seismic barrier using soil energy dissipation |
Zhang X. J. and Aggour M.S | Damping determination of sands under different loadings |
Kazatna Motoki and Yanagisawa Eiji | Dynamic properties of soft clay directly obtained from centrifuge shaking table test |
Fukuoka
Atsunobu, Adachi Naohito, Miyamoto Yuji and Sako Yuji |
Centrifuge model tests of pile foundation in liquefiable sand deposits |
Xin Hongbo | Cyclic deformation and strength of Dashihe Mine slime |
Yamamoto Tetsuro, Ohara Sukeo and Yamauchi Tomoya | The effectiveness of cement stabilization for preventing liquefaction of saturated sandy soils |
Taboada V. M., Abdoun T. and Dobry R | Prediction of liquefaction-induced lateral spreading by dilatant sliding block model calibrated by centrifuge tests |
Adachi Toshio,
Sekihara Hiroyuki, Yamada Masaichi and Enami Akira |
Pseudo-dynamic test on intensity of earthquake ground motions at occurrence of liquefaction |
Villarraga Manuel R | Dynamic behavior of the soils forming the Piedras Blancas dam |
Diaz-Rodriguez J- Abraham and Lopez-Flores Luis | Effect of soil-microstructure on the dynamic properties of a natural clay |
Dupla J. C. and Canou J. | Analysis of thick cylinder cavity expansion tests in relation with sand liquefaction properties |
Jafarzadeh Fardin and Yanagisawa Eiji | Behavior of saturated sand models in multi-directional shaking table tests |
Zhang Jian-Min, Shamoto Yasuhiro and Tokimatsu Kohji | Lateral stress change in saturated sand after liquefaction under different strain constraint conditions |
Aso
Toshihiko, Una Kiyoshi, Kitagawa Shoichi and Morikawa Takayoshi |
A dynamic model test and analysis of a steel pipe piled well foundation |
Hyodo Masayuki, Yamamoto Yoichi and Fujii Teruhisa | Cyclic strength and stability of clay subjected to initial shear stress |
D'Elia B. andLanzo G | Laboratory and field determinations of small-strain shear modulus of natural soil deposits |
Ohashi Tadashi and Morimoto Iwao | Dymanic properties of weathered soil deposit inflicted by the Kobe earthquake |
2.2 In Situ Tests |
|
---|---|
Author | Title |
Matasovic Jasmina and Vucetic Mladen | Analysis of seismic records from the wildlife liquefaction site |
Mori Yoshinobu, Asada Akie and ho Takao | A comparative study of two practiced methods for predicting liquefaction based on occurrence of liquefaction during the 1983 Nihonkai-Chubu earthquake |
Koganemaru Kenichi, ShimizM Yoshihisa, Yoshihara Yasonobu and Orense Rolando | Development of a liquefaction sensor |
Koike Takeshi, Imai Toshio and Kaneko Tadao | Liquefaction hazard mapping of regional area by using geographic information system |
Ovando-Shelley E. | Initial dynamic stiffness of Mexico City clay from field tests |
Butalia Tarunjit S., Wolfe William E. and Dreger Brett A | Dynamic response of fluid-saturated porous soils using shock tube tests |
Hushmand Behnam and Scott Ronald F. | In situ dynamic testing of pore pressure transducers at Treasure Island, California using "Caltech piezometer" |
Bougaev Evgeny, Gousseltsev Alexander and Topchiyan Migrujan | Seismic soil properties under reactor building |
Dobry R., Liu L. and Stokoe I1K.H | Queensboro Bridge in New York City: geotechnical seismic hazard assessment |
2.3 Constitutive Modelling |
|
---|---|
Author | Title |
Romo Miguel and Ovando-Shelley E. | Modelling the dynamic behaviour of Mexican clays |
Peiris Ashok and Yoshida Nozomu | Modeling of volume change characteristics of sand under cyclic loading |
Kiku Hiroyoshi and Tsujino Shuichi | Post liquefaction characteristics of sand |
2.4 Numerical Modelling |
|
---|---|
Author | Title |
Ohtomo Keizo | Effects of liquefaction-induced lateral flow on a conduit with supporting piles |
Marks Stephen and Larkin Tarn J. | Two dimensional liquefaction studies |
Orense Rolando P., Okada Susumu and Shimizu Keisuke | An energy-based model to predict liquefaction-induced deformations in waterfront areas |
Kim Sun-Hoon, Kim Jhinwung and Kim Kwang-Jin | Development of 3-dimensional dynamic analysis program for saturated porous media |
Yoshida Nozomu | Initial stress effect on response of level ground |
Taguchi Yosuke, Tateishi Akira, Oka Fusao and Yashima Atsushi | Three-dimensional liquefaction analysis method and array record simulation in Great Hanshin earthquake |
Ledesma A. and Garcia J. | Evaluation of the liquefaction potential at Tumaco (Colombia) using an effective stress approach |
Shamoto
Yasuhiro, Zhang Jian-Min, Goto Sigeru and Tokimatsu Kohji |
A new approach to evaluate post-liquefaction permanent deformation in saturated sand |
2.5 Probability Methods |
|
---|---|
Author | Title |
Popescu Radu, Prevost Jean H. and Deodatis George | Effects of stochastic variability of soil properties on liquefaction resistance |
Su Jing-Yu and Fan Shui-Rong | The fuzzy probability method for soil liquefaction hazard evaluation |
Zhou Lan-Yu and Wang Yu-Mei | An overall probabilistic approach to evaluate soil liquefaction |
UralDerin N. | Liquefaction analysis: a probabilistic approach |
Ikemoto Toshikazu and Fujino Takayuki | A seismic stability of soil structure considering soil parameter uncertainty |
2.6 Ground Improvement |
|
---|---|
Author | Title |
Akiyoshi T., Hyodo T. and Fuchida K. | Analysis of liquefaction-proof effects of compaction pile methods |
Zheng Jingzhe and Ohbo Naoto | Evaluation of a countermeasure against liquefaction for oil tank site |
Fuchida K., Shirinashihama S. and Akiyoshi T. | Protection of buried pipelines from liquefaction by ground improvements |
Yasuda Susumu,
Ishihara Kenji, Harada Kenji and Shinkawa Naotoshi |
Effectiveness of the ground improvement on liquefaction observed during the Hyogoken-nambu earthquake |
Tanaka H., Kita H., lida T. and Saimura Y. | Countermeasure for liquefaction using steel sheet pile with drain capability |
2.7 Liquefaction |
|
---|---|
Author | Title |
Cubrinovski Misko, Ishihara Kenji and Tanizawa Fusao | Numerical simulation of the Kobe port island liquefaction |
Parra Ender,
Adalier Korhan, Elgamal Ahmed-W., Ragheb Ahmed and Zeghal Mourad |
Analysis of site liquefaction and remediation |
Armijo Gustavo, Mejfa Carlos and Oteo Carlos | LPA: an expert system for liquefaction potential analysis |
Yoshida Masaho, Miyajima Masakatsu and Kitaura Masaru | Evaluation of liquefied ground flow based on estimation of spatial liquefaction potential |
Singh Sukhmander | Liquefaction of silts and silty sands |
Nagase
Hideo, Yasuda Susumu, Tsujino Shuji, Shinji Rei and Yanagihata Tohru |
Liquefaction strength characteristics of overconsolidated sand samples |
Bahda F„ Canou J. and Sa'itta A | Critical shear amplitude and liquefaction in cyclic loading |
Niu Qiying, Qiu Yihui and Shi Meiyun | Effect of clay particles on liquefaction of silt |
Shiomi Tadahiko and Yoshizawa Mutsuhiro | Effect of multi-directional loading and initial stress on liquefaction behavior |
Wang Lanmin, Zhang Zhenzhong, Li Lan and Wang Jun | Laboratory study on loess liquefaction |
Sato Hiroshi, Honda Mitsuhiko and Yoshisako Kazuo | Model centrifuge tests on liquefaction-induced ground displacement |
Soydemir Cetin and Ozkan M. Yener | Liquefaction criteria for the Western Anatolia-Turkish Aegean region |
Hirai Y.,
Kahurai M., Maruoka M., Yamashita K., Aoki M. and Matano H. |
Investigation of spread foundations on liquefied reclaimed ground after the 1995 Hyogo-ken-Nanbu earthquake |
2.8 Foundation Capacity and Permanent Displacements |
|
---|---|
Author | Title |
Prakash Shamsher, Kumar S. and Sreerama K | Pile-soil-pile interaction effects under earthquake loadings |
Pradhan Tej B.S., Dam Loan T.K. and Shiokawa M | Settlement analysis of clay deposit induced by earthquake motion |
Miyata Masafumi, Iai Susumu and Matsunaga Yasuo | Estimation of differential settlements due to liquefaction |
Imamura A., Hijikata K., Tomii Y., Nakai S. and Hasegawa M | An experimental study on nonlinear pile-soil interaction based on forced vibration tests of a single pile and a pile group |
Nagataki
Yoshiaki, Aoshima Kazuki, Hashizume Hisayoshi and Morita Koji |
Experimental study on ultimate horizontal strength of buildings supported by piles |
Qureshi Sohail M. and Masood Tahir | Soft soil response of a bridge pier |
Yasuhara Kazuya, Murakami Satoshi and Toyota Noriyuki | Earthquake-induced residual settlements in soft soils |
Auvinet Gabriel, Pecker Alain and Salengon Jean | Seismic bearing capacity of shallow foundations in Mexico City during the 1985 Michoacan earthquake |
2.9 System Identification |
|
---|---|
Author | Title |
Zeghal Mourad, Elgamal Ahmed-W. and Parra Ender | Analyses of site liquefaction using downhole array seismic records |
Rodriguez-Ordonez Jorge A | SWV resolution of SASW tests |
3.1 Experimental Techniques and Facilities | |
---|---|
Author | Title |
Takanashi Koichi, Lin Xiaoguang and Lee S.J | Substructuring on-line test on industrial buildings |
MurcekJ., Shield
Carol K., French Catherine E.W. and Clark Allen J. |
Effective force seismic simulation for the earthquake engineering laboratory |
Kanda Makoto, Shirai Nobuaki and Motoki Minora | Numerical algorithm for substructure on-line computer testing |
Horiuchi
Toshihiko. Nakagawa Masaki, Sugano Masaharu and Konno Takao |
Development of a real-time hybrid experimental system with actuator delay compensation |
Shimosaka Haruo,
Arakawa Toshiharu, Abe Naoto and Watanabe Kotaro |
Isolation table composed of circular arc beam and magnetic damping |
Thoen
Bradford K., Rood Joel, Tremblay Robert and Filiatrault Andre |
A second generation earthquake simulation system in Canada: description and performance |
Genatios Carlos and Lafuente Marianela | Computational system for the essay simulation in modal experimental dynamics |
Ventura Carlos
E., Latendresse Vincent, Nichol Howard R., Thausher Robert C and Stroud Richard C. |
Multi-axis control system for shake-table |
Molina J. F., Gutierrez E., Magonette G. and Verzeletti G | Pseudo-dynamic tests of a base-isolated steel frame |
Zavala Carlos, Ohi Kenichi and Takanashi Koichi | Neuro-hybrid substructuring on-line test on moment resistant frames |
Inostroza M., Garcia A. G. and Cordova J. L | A digital accelerograph recording system for instrumenting structures |
Espinosa-A J. M., Maldonado S. C. and Kassawara R. P | Seismic instrumentation of power and industrial facilities in Mexico |
Ichihashi
Shigekatsu, Sakata Hiroyasu, Gunji Masahiro and Nishio Hiroto |
Hybrid and parallel static elastic-plastic stress analysis combined with partial actual experiment |
Suzuki Hideyo | Development of extrinsic optical fiber sensors for seismic measuring |
3.2 Structural Materials | |
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3.2.1 Steel | |
Author | Title |
Udagawa Kuniaki, Yamada Takao and Yasin Anwer | Ultimate tensile strength of 780MPa-grade high-quality steel plates jointed with high-strength bolts |
Nakamura Yuji,
Matsuzaki Yasuhiro, Sakuta Yukihiro, Kobayashi K. and Ichijou Yuzou |
Flare-bevel-groove welding method for reinforcing bars and steel plates in mixed structural system |
Morita Shiro and Shiohara Hiioshi | Development of high strength mild steel deformed bars for high performance reinforced concrete structural members |
Huang Yi Hua, Onishi Yuichiro and Hayashi Kenichi | Inelastic behavior of high-strength steels with weld connections under cyclic gradient stress |
3.2.2 New materials |
|
---|---|
Author | Title |
Caballero Badillo Carlos, Hernandez J- B. and Castano V. | Masa-Roca: a new Mexican comppsite material that could change the construction industry of the third millennium |
3.2.3 Concrete |
|
---|---|
Author | Title |
Castellani A., Berra M., Ciccotelli S., Cownelli D | Ductility of concrete after decades: preliminary research activity |
3.3 Structural Elements | |
---|---|
3.3.1 Masonry | |
Author | Title |
Michelini Rufino J., Maldonado Noemi and Olivencia Luis | Experimental analysis referred to inclusion of masonry into reinforced concrete frames |
Gao Xiaowang, Bo Tinghui and Zong Zhihuan | Experimental research of framed low-rise shear wall with vertical seams |
Alvarez Sereno Jose de Jesus | Some topics on the seismic behavior of confined masonry structures |
Yoshimura Koji, Kikuchi Kenji, Okamoto Takeshi and Sanchez A. Tomas |
Effect of vertical and horizontal wall reinforcement on seismic behavior of confined masonry walls |
Tsai Wan-Tswan, Sheu Maw-Shyong and Lin Cheng-Wei | Experimental test and analytical prediction of envelopes for brick walls with openings and boundary R.C. frames |
Bariola Juan J. and Delgado Carlos | Design of confined masonry walls under lateral loading |
liba Masanori, Mizuno Hatsukazu, Goto Tetsuro and Kato Hiroto | Shaking table lest on seismic performance of confined masonry wall |
Schultz Arturo E. | Seismic resistance of partially-grouted masonry shear walls |
Ghafory-Ashtiany Mohsen, Tiv Mehran, Mahmoud-Abadi Masoud and Tehranizadeh Mohsen | Parameter identification of jack-arch masonry floors using forced vibration test of 1/2-scale model of a 4-story steel structure |
Aguilar G., Meli R., Diaz R. and Vdzquez-del-Mercado R | Influence of horizontal reinforcement on the behavior of confined masonry walls |
3.3.2 Steel |
|
---|---|
Author | Title |
Popov Egor P. and Blondet Marcial | Behavior of large steel beam-column connections |
Sarraf Majid and Bruneau Michel | Modeling and behavior of riveted stiffened seat angle connections |
Nakagawa
Satoshi, Kihara Hiromi, Torii Shingo, Iwata Mamoru, Nakata Yasiihiro, Fujisawa Kazuyoshi and Fukuda Koji |
Hysteretic behavior of low yield strength steel panel shear wall—experimental investigation |
Anderson James C, Johnston Roy G. and Partridge James E | Testing of damaged steel moment connections |
Tanaka Atsuo, Masuda Hiroshi and ho Akiyoshi | Statical characteristics of WF beam to RHS column connections using vertical stiffeners |
Sugii Kazushige and Yamada Minoru | Steel panel shear walls, with and without concrete covering |
Tsai K-Ch. and Chen Ch.-Y. | Performance of ductile steel beam-column moment connections |
Uang Chia-Ming and Bondad Duane | Dynamic testing of full-scale steel moment connections |
Kohzu Isao and Suita Keiichiro | Single or few excursion failure of steel structural joints due to impulsive shocks in the 1995 Hyogoken Nambu earthquake |
Kuwamura Hitoshi | Fracture of steel welded joints under severe earthquake motion |
Hajjar Jerome F. and Leon Roberto T. | Effect of floor slabs on the performance of SMR connections |
Sabol Thomas A., Engelhardt Michael D., Aboutaha Riyad S. and Frank Karl H. | An overview of the AISC Northridge moment connection test program |
Mahin Stephen A., Hamburger Ronald 0. & Malley 0 James | An integrated program to improve the performance of welded steel frame buildings |
Rides
James M., Lu Le-Wu, Sooi Took K., Vermaas Garry W. and Graham Jr.W.W. |
Experimental performance of moment connections in CFT column-WF beam structural systems under seismic loading |
Nakashima Shigetoshi | Response of steel column bases embedded shallowly into foundation beams |
Calado Lids and Castiglioni Carlo A | Steel beam-to-column connections under low-cycle fatigue. Experimental and numerical research |
Tehranizadeh Mohsen, Ghafory-Ashtiany Mohsen, Maleki Mehdi and Tiv Mehran |
Effect of semi-rigid "Khorjinee" connections in dynamic response of steel structures |
3.3.3 Reinforced concrete columns |
|
---|---|
Author | Title |
Chang Gilberio
A., Mander John B., Cedeno Guillermo A. and Dominguez Damaso A |
Fiber-element modeling of the cyclic biaxial behavior of R/C columns |
Tadehara Shin-Ichi | Shear strength of rectangular short reinforced concrete columns with interraediate reinforcement |
Esaki Fumiya | Reinforcing effect of steel plate hoops on ductility of R/C square column |
Ohkubo Masamichi, Eshima Daishuke and Matsuoka Tadao | Post yield overstrength of reinforced concrete columns with steel tubes for bar splicing in yield hinge region |
Ichinose Toshikatsu | Three dimensional failure of RC columns in biaxial shear |
Bayrak Oguzhan and Sheikh Shamim A | Confinement steel requirements for high strength concrete columns |
Holla Hisato, Abe Toru and Ando Hideki | A study on effectiveness of eccentric arrangement of reinforcement in RC column |
Sanchez-Sanchez H | Ductility demands of isolated reinforced concrete bridge piers placed in Mexico City |
Hoshikuma Jun-Ichi, Kawashima Kazuhiko, Nagaya Kazuhiro and Taylor Andrew W. | A model of confinement effect on stress-strain relation of reinforced concrete columns for seismic design |
Shirai
Nobuaki, Lejano Bernardo A., Adachi Hiromi and Nakanishi Mitsukazu |
Flexure and shear behavior of high strength reinforced concrete column subjected to high and fluctuating axial load |
Cai J. and Suzuki K. | An experimental study on reinforced concrete circular columns heavily confined by spiral reinforcement |
Yoshimura Manabu and Tsumura Kouzou | Deformation interaction of RC columns subjected to two-dimensional lateral loading |
Sugano Shunsuke | Seismic behavior of reinforced concrete columns which used ultra-high strength concrete |
Galeota D., Giammatteo MM. and Marino R | Seismic resistance of high strength concrete columns |
Razvi Salim R. and Saatcioglu Murat | Confinement of high-strength concrete columns for seismic applications |
Taylor
Andrew W., El-Bahy Ashraf, Stone William C. and Kunnath Sashi Kumar |
Effect of load path on seismic damage to RC bridge columns |
3.3.4 Reinforced concrete beams and slabs |
|
---|---|
Author | Title |
Fenwick Richard C, Megget Leslie M. and Wuu Peter | Load deflection characteristics of plastic hinges in ductile concrete beams |
Tegos J. A. and Tsonos Aristotle G | Punching strength decay of slab—column connections under seismic loading |
Broderick Brian | Comparison of the seismic design and response of steel and composite frames |
Shibata Takuji and Goto Yasuaki | Shear failure of reinforced concrete beams subjected to diagonal tension |
Furukawa Jun and Oka Kouji | Effect of yield strength ratio of longitudinal reinforcing bar on ductility of R/C beam yield hinge |
Inoue Susumu and Egawa Noriaki | Flexural and shear behavior of reinforced concrete hollow beams under reversed cyclic loads |
Kanakubo
Toshiyuki, Fujisawa Masami, Sako Norimichi and Sonobe Yasuhisa |
Ductility of short span RC beams |
Srinivasa R.P., Sarma B.S., Lakshmanan N. and Stangenberg F | Seismic behaviour of laced reinforced concrete beams |
Ishikawa Yuii and Kimura Hideki | Experimental study on seismic behavior of R/C diagonally reinforced short beams |
3.3.5 Reinforced concrete slab-beam-column joints |
|
---|---|
Author | Title |
Kitayama
Kazuhiro, Jiang Zhu, Kohyama Kouki and Furuta Tomoki |
Interaction of bond deterioration along beam bars through R/C interior joints and beams |
Yi Waon-Ho, You Young-Chan and Lee Li-Hyung | Moving and spreading beam plastic hinging zones for the ductile behavior of high-strength reinforced concrete beam |
Wallace J.W., Scott W., McConnell S.W. and Gupta P | Cyclic behavior of RC beam-column joints constructed using conventional and headed reinforcement |
Mazzoni Silvia | Experimental observations on the seismic response of beam-column joints in reinforced concrete double-deck bridge structures |
Tsonos Aristotle G | Influence of P-A effect and axial force variations on seismic performance of R/C beam—column joints |
Zingone G, Mendola L. La and Campione G | The ductility of carbon fibre reinforced concrete joints in seismic areas |
Murakami Masahide and Kubota Toshiyuki | Mechanical anchorage of main bars in beam-column joints |
Megget Leslie M. and Ingham Jason M | The seismic behaviour of reinforced concrete beam-column knee joints for buildings |
Shiohara Hitoshi and Oka Kohji | Analysis of reinforced concrete interior beam-to-column joint subassemblage with poor bond subjected to lateral load |
Goto Yasuaki and Joh Osamu | An experimental study on shear failure mechanism of RC interior beam-column joints |
Giuliano
Alejandro, Amado Jorge A., Leiva Miguel A., Garcia Rodolfo D. and Barros Edgar A |
Bond requirements in interior R/C beam-column joints with restricted ductility |
Hosokawa Yoji,
Sakuta Yukihiro, Hirota Yuji, Koto Shinji, Matsuzaki Yasuhiro and Hashimoto I. |
Strength and stiffness of reinforced concrete beam-column joints with welded joints for reinforcing bars of beam and steel plates |
Joh 0. andShibata T. | Anchorage behavior of 90-degree hooked beam bars in reinforced concrete beam- column joints |
3.3.6 Reinforced concrete walls |
|
---|---|
Author | Title |
Inoue Norio and Yang Kejian | Dynamic nonlinear analysis of 3-D RC shear wall by finite element method |
Sheu Maw-Shyong, Liu Yuh-Wen and Yang Gwo-Hau | Experimental test and analytical prediction of envelope for RC slitted shear walls |
Tomazevic Miha,
Lutman Marjana, Capuder Franc and Petkovic Ljubo |
Seismic behaviour of R.C shear-walls: an experimental study |
Imanishi Tatsuya | Post-yield behavior of multi-story reinforced concrete shear walls subjected to bilateral deformations under axial loading |
Yabana Shuichi,
Kanazawa Kenji, Ohmiya Yukio, Taniguchi Hajime and Kambayashi Atsushi |
Shaking table tests of earthquake resisting walls |
Kimura Hideki and Sugano Shunsuke | Seismic behavior of high strength concrete slender wall under high axial load |
Salonikios T., Tegos /., Kappos A.J. and Penelis G | Squat R/C walls under inelastic shear reversals |
Hidalgo Pedro A. and Jordan Rodrigo M | Strength and energy dissipation characteristics of reinforced concrete walls under shear failure |
Nakachi Tadaharu, Toda Tetsuo and Tabata Ken | Experimental study on deformation capacity of reinforced concrete core walls after flexural yielding |
3.3.7 Precast concrete elements |
|
---|---|
Author | Title |
Imai Hiroshi, Hatahira Akitoshi and Sailo Kiyoshi | Seismic performance of half precast beams with lapping bar splices under shear forces |
Alcantara Primo Allan and Imai Hiroshi | A study on the performance of a new type of connection in precast concrete columns subjected to shear forces |
Menegotto Marco, Monti Giorgio | Diaphragm action of precast floors: behavior and modeling |
3.3.8 Precast concrete beam-column joints |
|
---|---|
Author | Title |
Palmieri Lucio and French Catherine E.W. | Performance of ductile Connections- in precast concrete frames |
Saqan Elias I., Kreger Michael E. and Zongfan Lin | Evaluation of ductile precast beam-column connections for seismic resistant buildings |
Hayashi Kazuya and Mikame Akihiko | Study on hysteresis behaviors of precast member subasscmblages composed of high- and normal-strength concrete |
3.3.9 Precast concrete walls |
|
---|---|
Author | Title |
Dimitrijevic Radovan L | Behaviour of precast shear walls under quasi-dynamic loading model testing results |
Mochizuki Shigeru | Experiment on slip strength of horizontal joint of precast concrete multi-story shear walls |
Bozinovski Zivko | Experimental investigations performed for fragments of large-panel reinforced concrete systems |
Adajar Jose C. and Yamaguchi Teruaki | New connection method for precast shearwall |
Restrepo Jose L and Park Robert | Tests on connections typical of low rise precast reinforced concrete buildings in New Zealand |
Mochizuki Makoto, Kuramochi Haruo and Toria Takashi | Failure behaviors and strength estimation of PCa«PC framed shear walls |
Magaha Rafael A. and Schultz Arturo E. | Design and behavior of connections in precast concrete shear walls |
3.3.10 Composite systems |
|
---|---|
Author | Title |
lizuka Shin-Ichi and Kasamatsu Teruchika | Experimental study on the seismic resistance of the joints composed of the reinforced concrete columns and steel beams |
Furuta Tomoki and Yamamoto Yasutoshi | Research on the new concrete structure reinforced with steel plates |
Noguchi Hiroshi and Yonezawa Kenji | Analytical study on the shear performance of steel beam-R/C column connections in hybrid structures |
Nagashima Toshio and Takiguchi Katsuki | Seismic strength of small size steel encased reinforced concrete columns with high strength materials |
Tanaka Yasuo, Ro
Younggon, Nakagawa Osamu and Kawahara Takeshi |
Strengthening of reinforced concrete columns by central reinforcing element |
Alostaz YousefM., Schneider Stephen P | Connections to concrete-filled tubes |
Ninakawa Toshihiro and Sakino Kenji | Inelastic behavior of concrete filled circular steel tubular columns subjected to uniform cyclic bending moment |
Seible Frieder,
Burgueho Rigoberto, Abdallah Mohamed G. and Nuismer Ralph |
Development of advanced composite carbon shell systems for concrete columns in seismic zones |
Kuramoto Hiroshi | Seismic resistance of through column type connections for composite RCS systems |
3.3.11 Other elements |
|
---|---|
Author | Title |
Kabeyasawa T., Ohkubo T. and Nakamura Y. | Tests and analyses of hybrid wall systems |
Smirnov Vladimir I. | Seismic response multi-layer bearing walls |
Nakamura Susumu, Terada
Kunio, Suzuki Tomomi, Soejima Masayuki, Yamaura Yoshihisa, Eto Hiroaki, Tsuda Kazuaki, Takiguchi Katsumi and Akiyama Hiroshi |
Seismic proving test of concrete containment vessels. Part 1: model tests of a curved shear wall for the PCCV |
3.4 Structural Systems | |
---|---|
3.4.1 Masonry |
|
Author | Title |
Chen Degao and Wu Ruifeng | A study on the earthquake resistant behavior of composite masonry building supported on frame-shear structure of the first storey |
Buccino Fernanda and Vitiello Edmondo | Steel anchorages in brick walls: tests and seismic design criteria |
Liu Da-Hai and Yang Cui-Ru | Multistory buildings in concentrated reinforced masonry |
Wu Ruifeng and Zhang Qianguo | Medium and high-rise masonry construction in China—research and application of composite masonry wall system |
Abruzzese D., Como M. and Lanni G | The effects of steel reinforcing in the static analysis of masonry building under horizontal actions |
Kresteva Nina K. and Schiff Scott D | Evaluation of the empirical design of low-rise masonry structures |
Cavaleri Liborio and Zingone G | About vulnerability of masonry structures |
3.4.2 Steel |
|
---|---|
Author | Title |
Taskov L. J., Hersacher X. and Hug B | Shaking table test of key lock systems products of Heerum—Germany under seismic and resonant conditions |
Ohi Kenichi, Lin Xiaoguang and Nishida Akemi | Substructuring pseudo-dynamic test on semi-rigidly jointed steel frames |
Miyama Takafumi, Tanaka
Kiyoshi, Meng Linghua, Kato Yasumasa, Hirasawa Mitsuharu and Sasaki Michio |
Study on the highly damped building with low-yield-point steel shear panel |
Prion Helmut G.L. and Rezai K. Mahmoud | Damage detection by modal testing |
Basha Hisham S. and Goel Subhash C | Seismic resistant truss moment frames with ductile Vierendeel segment |
McMullin Kurt M. and Astaneh-Asl Abolhassan | Seismic behavior of semi-rigid moment frames of column tree structures |
Elghazouli Ahmed Y. | Ductility of frames with semi-rigid connections |
Tirelli D. and Molina J.F. | Dynamic characterization of framed structures based on the formulas for uniform cantilever |
Suita Keiichiro, Kohzu Isao and Yasutomi M. | The effect of strain rate in restoring force characteristics of steel braced structures under high speed cyclic loadings |
Asghari A. and Mirghaderi R | Study of moment resistant knee braced frames as an alternative for moment resisting frames with rigid connections |
Tokinoya
Hiroyoshi, Taniguchi Hidetake, Watanabe K., Tawara Shin,Okuda Yukio and Takahashi Yasuhiko |
Full-scale tests on cable truss structure under combined axial and transverse loads |
Driver R. G., Kulak G L., Kennedy D.J.L. andElwiA. E. | Seismic performance of steel plate shear walls based on a large-scale multi-storey test |
3.4.3 Structural Concrete |
|
---|---|
Author | Title |
Durrani Ahmad J. and Haider Sarah | Seismic response of R/C frames with unreinforced masonry infills |
Jurukovski Dimitar V. and Bojadziev Metodi | Shaking table test of 1/11 scale model of treasury building in Alma Ata, Kazakhstan |
Hu Qingchang | Design and experimental research of mega-frame structure used for tall residential building |
Quintero Carlos G, Lafave James M. and Wight James K. | Behavior of slab-band floor systems subjected to lateral earthquake loading |
Chen Cheng-Hsing and Lee Yang-Jye | Response prediction for Hsalien LSST model by using hybrid modelling |
Kitajima Keiji, Adachi Hiromi and Nakanishi Mitsukazu | Response characteristics on reinforced concrete structures under bi-directional earthquake motions |
Minowa Chikahiro,
Hayashida Toshio, Abe Isanu, Kida Takeki and Okada Tumeo |
A shaking table damage test of actual size RC frame |
Kanoh Yoshikazu,
Chiba Osamu, Kikuta Shigemi, Ohkawa Jun and Katoh Hiroto |
Development of a super-high-rise reinforced concrete flat plate building |
Tobar Rene and Bonelli Patricio | Tests of a micro-concrete model of a building damaged during the 1985 Chile earthquake |
Huang M.J. and Shakal Anthony F. | Analysis of building strong-motion records from the 1994 Northridge, California earthquake |
Nakayama Takashi, Igarashi Katuya, Maruta Makoto, Takahashi Motomi, Nakashima Takahiro and Suzuki Norio |
Shaking table tests of reinforced concrete structures under bidirectional earthquake motions |
Aoyama Hiroyuki and Murota Tatsuo | Development of new reinforced concrete structures |
Zolotcov Anatol | Determination of buildings condition by their dynamic characteristics |
Li Tian, Yi Yu, Li Jie and Den Xiu Tei | Experimental study on aseismic behaviour of the reinforced concrete frame-truss structure system |
Mutsuyoshi Hiroshi, Machida Atsuhiko and Tanzo Willian | Influence of girder ductility on the seismic safety of two-story RC viaducts using substructured pseudodynamic test method |
Littler John D | Forced vibration tests on a four-storey reinforced concrete frame before and after pseudo-dynamic loading |
Colangelo Felice | Pseudodynamic tests on brick-infilled R.C. frames |
Shi Weixing, Zhu Bolong and Xing Guojuan | Simulated earthquake experiment study of a 1/50-scale Shanghai radio & TV tower |
Zolotcov Anatol and Izmailov Iu | Vibrational tests on sections of monolithic building at high levels of loading |
Araki Hideo and Shimazu Takayuki | Earthquake resistance mechanism of lowest portions of high-rise RC buildings |
Combescure D., Pires F., Cerqueira P. and Pegon P | Tests on masonry infilled R/C frames and its numerical interpretation |
Klingner Richard
E., Rubiano Nestor R., Bashandy Tarek R. and Sweeney Steven C. |
Evaluation and analytical verification of shaking table data from infilled frames |
3.4.4 Precast |
|
---|---|
Author | Title |
Lee Li-Hyung, Yi Waon-Ho and Seo Soo-Yeon | Shaking table test of precast concrete wall structure |
Sekulovic Miodrag, Ashkinadze Gligorie, Pujevic Branislav S. and Salatic Ratko M | Contribution to theoretical and experimental analysis of large panel structures subjected to earthquake |
Castro Juan J., Ydhez Rodolfo and Yamaguchi Teruaki | Study on the joint and bond strength of spliced bars using spiral sheaths for precast concrete structures |
Fonseca Fernando S., Wood Sharon L. and Hawkins Neil M | Measured response of tilt-up structural systems |
Yoshino Tsugihiko, Kobayashi Katsumi and Ase Masaaki | Intensive shear reinforcing method for PCA members with splice sleeve joint |
Riobdo Martin Jose Maria | Seismic-resistant centers for precast concrete buildings and bridges |
Lopez-Batiz 0 | Seismic behavior of precast reinforced concrete structures |
Matsui Chiaki and Sakai Juichi | Inelastic behavior of mixed frames composed of different structural types of members |
3.4.5 Others |
|
---|---|
Author | Title |
Mitsunari Kazuaki and Saisho Motoo | Ultimate strength and plastic deformation capacity of CFT beam-column subjected to dynamic load |
Okada Tsuneo and Teshigawara Masaomi | Seismic design criteria for high-rise R/C buildings using high-strength materials |
Yoneyama Haruo and Nozu Atsushi | Experimental study on seaquake response characteristics of floating structures |
Sugano T., Morita T., Mito M., Sasaki T. and Inagaki H. | Case studies of caisson type quay wall damage by 1995 Hyogoken-nanbu earthquake |
Mito M., Sugano T., Inatomi T. and Inagaki H. | Experimental studies on the caisson type quaywall damaged by Hyogoken-nanbu earthquake 1995 |
Schneider Stephen P., Favieri Stephen J | Lateral strength of brick cladded steel frames |
Nishizaka Riei,
Fukuwa Nobuo, Yagi Shigeiiaru and Tanaka Kiyokazu |
A study on the effect on non-structural members on the eigenproperty of 3 story prefabricated steel building based on full-scale vibration test |
3.5 Constitutive Models of Materids and Elements | |
---|---|
3.5.1 Masonry and structural concrete |
|
Author | Title |
Maeda Masaki | Effect of confinement on bond splitting behavior in reinforced concrete beams |
Kinugasa Hideyuki and Nomura Setsuro | Failure mechanism under reversed cyclic loading after flexural yielding |
Martin Perez Beatriz and Pantazopoulou Stavroula J | A study of the mechanical response of reinforced concrete to cyclic shear reversals |
Kato Daisuke,
Honda Yoshimasa, Suzuki Hirotaka and Shiba Joe |
Confinement of concrete of R/C members under varying axial load |
Fardis Michael N. and Panagiotakos Telemachos B | Hysteretic damping of reinforced concrete elements |
Morita Koichi and Kanda Jun | Experimental evaluation of amplitude dependent natural period and damping ratio of a multi-story structure |
Nikolov Atanas G | Hysteretic shear model of reinforced concrete connections in prefabricated shear walls |
Douglas Kim T, Davidson Barry J. and Fenwick Richard C. | Modelling of reinforced concrete plastic hinges |
Miramontes D., Merabet O. and Reynouard J. M | Kinematic hardening model based on general plasticity for RC structures |
Aviles Nibaldo B., Maruyama Kyuichi and Rojas Luperfina E. | Improving strength and ductility by using steel plate wrapping |
Lee Jung-Yoon, Watanabe Fumio and Nishiyama Minehiro | Theoretical prediction of shear strength and ductility of reinforced concrete beams |
Dimova Silvia L | Two techniques for treatment of friction forces-experimental verification and analysis |
Belarbi Abdeldjelil, Zliang Li-Xin and Hsu Thomas T.C. | Constitutive laws of reinforced concrete membrane elements |
Inai Eiichi and Hiraishi Hisahiro | Structural design charts and equations of deformation capacity of reinforced concrete columns after flexural yielding |
Sun Yuping, Oba Teruhisa, Tian Fusheng and Ikeda Takashi | Confinement effects of transverse hoops in high-strength concrete |
Bhattacharjee Sudip S. | Visco-elastic damage modelling of concrete |
Murayama Yasuo,
Suda Kumiko, Ichinomiya Toshimichi and Shimbo Hiroshi |
Stress-slip model of a longitudinal reinforcing bars in reinforced concrete column joint |
Suda Kumiko,
Murayama Yasuo, Ichinomiya Toshimichi and Shimbo Hiroshi |
Buckling behavior of longitudinal reinforcing bars in concrete columns subjected to reversed lateral loading |
3.5.2 Steel |
|
---|---|
Author | Title |
Yang Tzong-Shuoh and Popov Egor P | Analytical studies of pre-Northridge steel moment-resisting connections |
Wada Akira,
Iwata Mamoru, Matsuoka Yuichi and Koizumi Manabu |
Buckling strength of steel member having rotational springs at its both ends |
4.1 Analysis of Structures and System Identification | |
---|---|
4.1.1 Numerical algorithms | |
Author | Title |
Wang Luo-Jia and Wang Qian-Xin | Principal/secondary upper bound and equivalent static solution in seismic design |
Liu Xiaolin | Sub-DOF (sub-degrees of freedom) method for applying perturbation procedure to reduction of eigenvalue computation in structural analysis |
Kurzanov Adolf M | The wave conception of building seismic response analysis |
Daniliu Adrian I. | Impulse series method in the dynamic analysis of structures |
Spacone Enrico and Filippou Filip C. | Flexibility-based frame models for nonlinear dynamic analysis |
WillfordM. R.,
Piepenbrock T. F., halt Conrad B. and Lubkowski Zygmunt A. |
Non-linear time history seismic structural analysis using LS-DYNA3D |
Sakai Hisakazu and Sawada Sumio | Non-iterative computation scheme for analysis of nonlinear dynamic system by finite element method |
Heredia-Zavoni
Ernesto, Salgado Eduardo O. and Barranco Federico |
Random vibration analysis of non-classically damped multi-support structural systems |
Ghrib Faouzi and Tinawi Rene | Time integration algorithms for seismic response of softening structures |
Kuang J. S. and Chau C. K. | Dynamic analysis of stiffened coupled shear walls |
4.1.2 Structural modelling |
|
---|---|
Author | Title |
Jain S. K. and Jain Ch. K. | Dynamics of horizontal setback buildings with flexible floor diaphragms |
Pincheira Jose A. and Dotiwala Faridun S | Modeling of nonductile R/C columns subjected to earthquake loading |
Milev Jordan L | Two dimensional analytical model of reinforced concrete shear walls |
Fleury F., Merabet 0. and Reynouard J. -M. | An interior R/C beam-column joint semi-local model |
Burst Oreste S. and Ballerini Marco | Behaviour of a steel-concrete composite substructure with full and partial shear connection |
Armendariz Pablo, Carrasquillo Ramon L. and Roesset Jose | Behavior of high-strength concrete structures under seismic loads |
Barbosa Ricardo E. | Discontinuous structural analysis |
Oncevska Svetlana and Gugulovski Marko | Nonlinear multi-interface finite element method for prediction of hysteretic response of reinforced concrete structures |
Asteris Panagiotis G | A method for modelling infilled frames (method of contact points) |
Thomas Cled, Hong Kap Pyo and Son Ki Sang | Shear behavior of short eccentric link subject to seismic loads |
Albanesi Silvio, Antolini Nicola and Biondi Samuele | The influence of building phases in the post-elastic behavior of multi storied reinforced concrete frames |
Ali Mir M. | Performance characteristics of tall framed tube buildings in seismic zones |
Ghavamian Shahrokh and Mazars Jacky | From thin to large reinforced concrete piers, columns and walls. Modelling concept adapted to their non-linear response under seismic loading |
Pankaj and Moin Khalid | On the use of strain softening for prediction of post-peak seismic response of structures |
Liberatore Domenico, Braga Franco and Mancinelli Eugenio | Numerical simulation of the experimental behaviour of masonry panels and walls under horizontal loads |
Azzato Francesco and Vulcano Alfonso | Modeling of RC frame-wall structures for nonlinear seismic analysis |
StojadinovicBozidar and Thewalt Christopher R | Energy balanced hysteresis models |
Flores L. E. andAlcocer S. M | Calculated response of confined masonry structures |
Saatcioglu Murat and Alsiwat Jaber | Significance of anchorage slip on dynamic inelastic response of R/C frame structures |
Uma S. R. andMeher Prasad A | Analytical modeling of R/C beam column connections under cyclic loads |
Kimiro Meguro and Tadayuki Sato | Simulation of collapse of structures due to the 1995 Great Hanshin earthquake |
Yang Cui-Ru and Liu Da-Hai | Torsional vibration of space structures having semi-rigid diaphragms |
4.1.3 Analysis of structures |
|
---|---|
Author | Title |
EM Josef, Keintzel Einar and Vratsanou Violandi | Determination of earthquake duration dependent behaviour factors for unreinforced brick masonry panels by nonlinear time history calculations |
Valles-Mattox Rodolfo E. and Reinhorn Andrei M. | Evaluation, prevention and mitigation of pounding effects in building structures |
Hakuno Motohiko | Simulation of 3-D concrete-frame collapse due to dynamic loading |
Sato Yoshinari and Kuwamura Hitoshi | Dynamic progressive failure of multistory frames having brittle columns |
Nassiri
Sam, Thambiratnam David, Corderoy John and Brameld Gerald |
A second order analysis method, suitable for modelling inelastic behavior of structures subjected to earthquakes |
Pantelides Chris P. and Ma Xian | Nonlinear seismic pounding of inelastic structures |
Akbas B., Theeravat K. and Shen J. | Energy aspects of composite/hybrid frames |
Theeravat K., Shen J. andAkbas B | Seismic study of hybrid frames |
Liu Jiang, Xue Songtao and Yamada Motohiko | Dynamics of a single-layer latticed dome to spatial random ground motion |
De la Llera Juan C. and Chopra Anil K | Analysis of the behavior of buildings during the 1994, Northridge earthquake |
Panagiotakos Telemachos B and Fardis Michael N. | Seismic response of infilled RC frames structures |
Necevska-Cvetanovska Golu and Petrusevska Roberta P | Study of the effect hysteretic model parameters on the nonlinear dynamic response.of R/C structures expressed via hysteretic energy |
Huang
Chiung-Shiann, Teng Tsung-Jen, Yeh Chin-Hsun and Cho Chen-Hung |
Transient responses of circular arches for base excited motions |
Bensafi Mohammed and Pironneau Gerard | Parametric investigation on structural behaviour of single and multistory system during shock (displacement, acceleration, frequency, impact force...) |
Nasu Makot | A study on the influence of ground upon earthquake-induced damage to structures through seismic response analysis |
Ohba Shintaro and Mimura Kohei | Earthquake response of a pile-supported 16 story building during the 1995 Hyogo-ken Nanbu earthquake |
Saisho Motoo | Ultimate behavior of high-strength and high-quality steel frame analyzed by cantilever element |
Sordo Emilio and Bernal Dionisio | Dynamic instability phenomenon in bidirectional systems |
Kahan Michel | Nonlinear response spectrum for systems with localized nonlinearities |
Zarri Franco, Taskov L. J. and Rakicevic Zoran | Analytical determination of seismic stability of Palasport - Bolonga |
Martin Scott C. and Villaverde Roberto | Seismic collapse analysis of steel frame structures |
Kashiwazaki Takashi and Noguchi Hiroshi | Three-dimensional nonlinear finite element analysis on the shear strength of RC interior beam-column joints with ultra high-strength materials |
Hino Yasumichi and Kitajima Keiji | Elasto-plastic response characteristics of reinforced concrete structures based on energy balance |
Uetani Koji and Tagawa Hiroshi | Deformation concentration phenomena in seismic response of multistory frames |
Sakai Yuhki and Minami Tadao | Destructive power of strong ground motions with high level ground acceleration |
Ishibashi
Kazuhiko, Katsumata Hideo, Naganuma Kazuhiro and Ohkubo Masaaki |
Nonlinear finite element analysis of confined masonry walls |
Kato Makoto, Sugaya Ken-Ichi and Nagatsuka Norikazu | Optimum moment distribution between shear walls and boundary beams of coupled shear wall with flange walls |
GaoX.-Y. and Fang E.-H. | Inner force redistribution among different lateral structures in a multistory flexible dwelling with several shafts and R. C- masonry walls |
Spiliopoulos Konstantinos and Anagnostopoulos Stavros A | Measures against earthquake pounding between adjacent buildings |
Marjanishvili Sh. M | The design of framed buildings on earthquake spatial effect |
Gulkan P | Dynamic seismic response of precast panel structures |
Paniagua Escandon Juan Pedro | Influence of strain hardening on stability of steel systems during seismic response |
Sudo Shuhei, Sera Kohsaku and Nishikawa Takao | Torsional response analyses of buildings subjected to bi-directional ground motions |
Asari Tetsuhiro and Ishiyama Yuji | Evaluation of earthquake motions by elasto-plastic response of structures considering P-delta effect |
Kilar Vojko and Fajfar Peter | Simplified push-over analysis of building structures |
Grisolia C. Daisy and Lobo-Quintero William | Seismic normalization of structural analysis methods |
Elenas Anaxagoras | Characteristic seismic acceleration parameters and its influence on the nonlinear behavior of structures |
Bento Rita | Collapse assessment of irregular structures based on damage functionals |
Matsushima Yutaka and Myslimaj Bujar | A comparison between nonlinear responses of structures subjected to 1995 Hyogo-ken-Nanbu earthquake and 1993 Kushiro-oki earthquake |
Mosalam Khalid
M., Gergely Peter, White Richard N. and Ayala A. G |
Effect of geometrical configuration on the seismic response of infilled frames |
Lenza P | Non linear behaviour of masonry buildings under seismic actions |
Zdravkovic Slavko,
Milicevic G. Milic, Folic Radomir and Zlatkov M. Dragan |
Significance and part of elastic connections of members with joints in earthquake engineering |
MilicevicG.
Milic, Zdravkovic Slavko, FolicRadomir and Zlatkov M. Dragan |
Theoretical basis and dynamic design of the systems with semirigid connections of members with joints |
Arede A. and Pinto A.V. | Performance of R/C buildings designed for different ductility classes |
Bondy K. Dirk | A more accurate method for determining inelastic moment demands on seismic moment frame columns |
Haldar Achintya and Reyes Salazar Alfredo | Ductility evaluation of steel frames with PR connections Haldar Achintya and Reyes Salazar Alfredo |
Huang Sampson,
Lobo Roy F., Jain Anurag and Winkle Matthew Van |
Earthquake response of strengthened steel special moment resisting frames |
Vassallo Lino | Inelastic response study of reinforced concrete structures under dynamic actions |
4.1.4 Field observations and experimental studies |
|
---|---|
Author | Title |
Bogndr Ldszlo | Experimental investigation of the significance of the P-delta effect for randomly excited steel columns |
Ohashi Yoshimitsu and Sakamoto Isao | Seismic performance of wooden detached houses subjected to the 1995 Hyogo-ken Nanbu earthquake |
Boroschek Ruben L. and Yahez Fernando V. | Correlation of code design recommendations for building with structural walls based on observation of actual earthquake response records |
Tasai Akira, Tobita Jun and Hisano Masayoshi | Response of reinforced concrete buildings due to 1993 Kushiro-oki earthquake |
Wood Sharon L., Stanton John and Hawkins Neil M | Evaluation of parking garage response during the 1994 Northridge earthquake |
Astaneh-Asl
Abolhassan, Modjtahedi D., McMullin Kurt M. and DAmore Enzo |
Seismic safety of damaged welded steel moment frames |
Dan Kazuo, Kikuchi Masaru, Tanaka Hideo and Yashiro Kazuhiko | Dynamic response analysis of reinforced concrete buildings damaged in the 1993 Kushiro-oki earthquake of MJMA 7.8 in Japan—did the buildings behave as we had expected? |
Nagao Tadaharu, Takahashi Hiroshi, Nishikawa Koji and Aral Masako | A case study on the collapse of a 7-storey SRC-building due to the 1995 Hyogoken-Nanbu earthquake |
Tomisima Seiji, Udagawa Kimio, Shimizu T. and Sato Akiyoshi | Investigation of a brick masonry completed in 1895 |
Naeim Farzad | Performance analysis of a damaged 11 story steel moment frame building during the 1994 Northridge earthquake |
Sawai Nobuyoshi, Tanaka Mikio, Kobori Ryuji, Kusakabe Kaoru, Konoue Norifumi and Nakamura Mitsuru | Response of a 25-story SRC residential building during the Hyogo-ken Nanbu earthquake |
Lo Robert C,
Henderson Paul W., Morrison K. Ian and Finn W.D. Liam |
Seismic geotechnical considerations - an overview |
Bonilla Ricardo and Safina Salvador | Seismic response analysis in a prefabricated 17-story residential building |
4.1.5 System identification |
|
---|---|
Author | Title |
Saito Yoshihito and Hoshiya Masaru | Identification of M, C and K of a multiple degree of freedom system |
Durdn Roberto | Nonstationary seismic response of an instrumented five-story precast reinforced concrete building |
Rodriguez- Cuevas Neftali | Torsional response of structures under seismic motion |
Augenti Nicola and Clemente Paolo | Seismic test of the new lawcourt in Naples |
Sone Akira, Yamamoto Shizuo, Masuda Arata and Nakaoka Akira | Health monitoring system of building by using wavelet analysis |
Tan R.Y. and Liu H. | System identification of a long-span bridge |
Zhang Chuan, Lai Ming and Fu Jianping | Seismic response and system identification of a one-tenth scale model of a seven-story RC frame-wall building subjected to major earthquakes |
Loh Chin-Hsiung and Duh Gin-Yun | Frequency domain and time domain identification on nonlinear structural system |
Sawada Tsutomu, Rata Kazuki and Tsujihara Osamu | A localized identification of MDOF structures by extended Kalman filter considering noises in input motion records |
Muria-Vila David and Gonzdlez-Alcorta R | Seismic response of a tall building in Mexico City |
Naito Yukio and Ishibashi Tosihisa | Identification of structural systems from microtremors and accuracy factors |
Bell Darrin K. and Davidson Barry J. | Response identification of the Pacoima dam for the 1994 Northridge earthquake |
Nishitani Akira, Yamada Nariyasu and Yamada Seiji | Structural system identification with active mass damper used for providing input excitation |
Kondo Ippei and Hamamoto Takuji | Seismic damage detection of multi-story buildings using vibration monitoring |
Chiostrini Sandro and Vignoli Andrea | Ultimate strength evaluation of unreinforced masonry buildings via numerical simulations |
Vestroni
Fabrizio, Beolchini Giovanni C., Antonacci Elena and Modena Claudio |
Identification of dynamic characteristics of masonry buildings from forced vibration tests |
Heredia-Zavoni Ernesto | Optimal instrumentation of structural systems Heredia-Zavoni Ernesto |
Huang Zong-Ming, Bai Shao-Liang and Lai Ming | Identification of damping of structures in inelastic range |
Salgado Alberto and Esteva Luis | System identification and response prediction of nonlinear structural systems |
Meli R. and Faccioli Ezio V. | Seismic instrumentation of a tall building in Mexico City |
Villemure Isabelle and Sexsmith Robert G | Structural identification by impact testing |
Stepanov A. Y. | Identification of dynamic parameters of a construction modelling the behaviour of a structure with disengaging braces |
4.2 Foundation Response and Soil-Structure Interaction | |
---|---|
4.2.1 Analytical methods |
|
Author | Title |
Wolf John P. and Song Chongmin | Finite-element modelling of unbounded media |
Suto Fukuzo | On a completely associated response system of the upper structure-basement-soil strata below |
Behnamfar Farhad and Kurita Satoshi | Comparison between effects of body and surface waves on torsionaliy coupled soil-structure systems |
Yoshida Nagayuki | Impulse function of dynamic stiffness of soil |
Men Fu-Lu and Cui Jie | A simplified reasoning of rigidity effect of foundation soil on seismic damage to building |
Faccioli Ezio V., Paolucci Roberto and Vanini Manuela | Studies of site response and soil-structure interaction effects in a tall building in Mexico City |
Chuhan Zhang, Feng Jin and Guanglun Wang | Seismic interaction between arch dam and rock canyon |
ParkashS. and Singhal N.C. | Soil-structure interaction effect on seismic response of containment shell |
Savidis Stavros, Faust Bernliard and Sarfeld Willi A | Three-dimensional interaction between structures on layered soil under seismic excitation |
Urrutia-Galicia
J, L., Arroyo Contreras M. and Vazquez Lorenzana C. |
"Soil-structure-half space" model for the dynamic analysis of structures |
Luo Xiu, Konagai
Kazuo, Noorzad Assadollah and Nogami Toyoaki |
Simplified time-domain expressions for porous soil - structure interaction |
Baba Kensuke, Park Kiyeon and Ogawa Noriyoshi | Soil-structure interaction systems on the base of the ground impedance functions formed into a chain of impulses along the time axis |
Paronesso Antonio and Wolf John P | Property matrices identification of unbounded medium from unit-impulse response functions using Legendre polynomials |
Balan Stefan Florin | The influence of the soil modeling upon the dynamic (seismic) response of the soil-structure system |
4.2.2 Dynamic analysis and design of foundations |
|
---|---|
Author | Title |
Kuroda Kinya | Statistical investigation of dynamic behavior of braced frame-foundation systems during severe earthquakes |
Nozoe Hisashi | Simple method for axial and lateral impendances of pile groups |
Kurimoto Osamu and Iguchi Michio | Evaluation of foundation input motions based on observed seismic motions |
Fujii Shunji, Funahara H. and Yamaguchi Junko | Numerical analysis of damaged piles due to soil liquefaction during Hyogoken-Nanbu earthquake |
Hijikata K,
Imamura Akira, Yagishita Fumio and Koyama Keisuke |
A study on the practical methods for group factor of piles |
Koyama Keisuke,
Masuda Akira, Yagishita Fumio and Tomii Y. |
Seismic response analysis of thermal power plant supported by a large number of piles |
Miura Fusanori and Ishihara Tetsuya | Dynamic response of pile foundation taking into account 3-dimensional interaction with superstructure and ground |
Miyasaka T.,
Itou K,
Kasahara H., Matumoto T., Matsuki Y., Takano K. and Hirata D |
Study on the effectiveness of the high ductility aseismic joint spliced piles subjected to liquefaction-induced large ground displacements |
Mejia Lelio H., Ridlen Paul W. and Harrington Laurel | Soil-structure interaction effects on dynamic response of morning glory spillway |
Han Y.C. and Cathro Derek | Seismic response of nonlinear soil-pile system |
Bandyopadhyay Somnath and Prakash Shamsher | Accelerogram for earthquake resistant design of pile supported structure |
McKenzie Nathan P. and Pender Michael J. | Representantive shear modulus for shallow foundation seismic soil-structure interaction |
Fukuwa Nobuo and Ghannad M. Ali | Soil-structure interaction effect on the eigenproperties of structure |
Yoshida
Kazuhiro, Nakai S., Matsumoto Hisashi and Sugiyama Tatsuya |
3-Dimensional simulation analyses of forced vibration test at Hualien |
Pender Michael J. and Pranjoto Satyawan | Gapping effects during cyclic lateral loading of piles in clay |
Fukutake Kiyoshi, Ohtsuki Akira and Yoshimi Yoshiaki | Analytical evaluation of reducing stress in piles with soil cement improvement |
Sudrez Martha M. and Sdnchez-Sesma F. J. | Response of non-axisymmetrical foundations subjected to dynamic excitation |
Degrande Geert and Aubry Denis | Application of a subdomain approach to dynamic sheet pile soil interaction |
Sato Hideto, Kouda Makoto and Yamashita Toshio | Study on nonlinear dynamic analysis method of pile subjected to ground motion part 2: comparision between theory and experiment |
Finn W. D. Liam andWuG | Nonlinear seismic analysis of pile foundations |
Takemiya Hirokazu and Kishida Kentaro | Seismic response of Shinkan-Sen/express highway viaducts during Hyogo-ken Nanbu earthquake, 1995 |
Mendoza Manuel and Romo Miguel | Geoseismic instrumentation of a friction pile-box foundation |
Ueshima Teruyuki and Okano Hajime | Further investigation on seismic response of soil and embedded structure in Hualien LSST program |
Safina Salvador | Relationship soil-structure upon fundamental dynamics properties of ordinary buildings |
Aviles Javier and Perez-Rocha Luis | Kinematic interaction effects on the effective parameters of soil-structure systems |
Perez-Rocha Luis and Aviles Javier | Non-linear response of soil-structure systems |
4.2.3 Embedded and earth retaining structures |
|
---|---|
Author | Title |
Tyapin Alexander G | The influence of the embedment depth on the seismic response of heavy rigid structures |
Shimomura Yukio and Ikeda Yoshio | A simplified seismic response analysis of an embedded cylindrical structure |
RafiaiAliR | Investigation of earthquake effect on buried box culverts |
Kishishita Takahiro and Saito Eturo | Dynamic response on a underground structure in partially liquefied ground |
Horiguchi T., Karkee M. B., Sakai T. and Kishida H | Investigative assessment of the drilled shafts installed shortly before the southern Hyogo-ken (Kobe) earthquake of January 17, 1995 |
Fukushima Kenichi, Izumi Hiromitu and Miura Fusanori | The effect of embedment of large-scaled structures on the stability against sliding during strong earthquake motions |
Togashi Katsuo,
Kitagawa Youichi, Kawamura Hideki andAndo Kenichi |
Preliminary assessment on dynamic interaction of deeply buried nuclear power buildings |
Onimaru Sadatomo,
Sugimoto Michio, Ohmiya Yukio, Sugawara Yoshitsugu and Ogihara Miki |
Observation and numerical simulation of dynamic earth pressure |
Futaki Mikio,
Ogawa Nobuyuki, Sato Masahiro, Kumada T. and Natsume S. |
Experiments about seismic performance of reinforced earth retaining wall |
Oldecop Luciano
A., Zabala Francisco and Almazdn Gdrate Jose L |
Shaking table test on small prototype of soil retaining wall |
4.2.4 Experimental studies |
|
---|---|
Author | Title |
Ohtsuka Yasuhiro, Fukuoka Atsunobu, Akino Kinji and Ishida Katsuhiko | Experimental studies on embedment effects on dynamic soil - structure interaction |
Kobayashi Toshio, Yamaya Hiroyoshi, Kitamura Eiji and Sugiyama Tatsuya | System identification of the Hualien LSST model structure |
Sako Yuji, Miyamoto Yuji and Kitamura Eiji | Dynamic interaction of soil and composite foundation |
Palazzo Bruno and Petti Luigi | Response of base isolated systems equipped with hybrid mass dampers subject to random excitations |
Hanazato
Toshikazu, Kishi Yuzo, Sakai Yoshiro and Tajimi Hiroshi |
Earthquake blind prediction analysis using ring exciting thin layer method in the international project of Hualien large scale seismic test |
Martins de
Oliveira Sergi, Pereira Gomes Jorge M., Seco e Pinto Pedro S. and Pina Carlos A.B |
Dynamic tests performed on large piles |
Kouda Makoto, Yamashita Toshio and Sato Hideto | Study on nonlinear dynamic analysis method of pile subjected to ground motion part 1: theory |
4.3 Probabilistic Methods | |
---|---|
4.3.1 Probabilistic analysis of structures |
|
Author | Title |
Hurtado Jorge E., Barbat Alex H. and da Cunha Alvaro A.M.F. | Nonlinear random vibration of base isolated buildings under evolutionary seismic input |
Masri Sami F., Smyth Andrew and Traina Idris | Probabilistic representation and transmission of earthquake ground motion records in the Los Angeles region |
Sepe Vincenzo and Augusti Giuliano | Stochastic analysis of a slender rigid block under earthquake excitation Sepe Vincenzo and Augusti Giuliano |
XiaHong-Liu andliY.M. | Equivalent linearized method of SDOF shear structures based on equivalence of responses statistic characteristics |
Hamamoto Takuji | Stochastic long-term damage prediction of multi-story buildings |
Olafsson Simon, Remseth Svein and Sigbjornsson | Response spectra based on parametric time series models |
Silva Francisco L. and Ruiz Sonia E. | Calibration of the equivalent linearization method for the seismic nonstationary response of SDOF systems |
Escobar Jose Alberto | Seismic torsion in non-linear nominally symmetric structures due to random properties |
Singhal Ajay | Stochastic seismic damage estimation in reinforced concrete frames |
Rahanama Mohsen and Manuel Lancelot | The effect of strong motion duration on seismic demands |
4.3.2 Reliability and optimization studies |
|
---|---|
Author | Title |
Sutoh Atsushi and Hoshiya Masaru | Optimization of a steel structural system under earthquake excitation |
Fukushima Seiichiro, Kai Yoshiro and Yashiro Kazuhiko | Study on the fragility of system. Part 1: structure with brittle elements in its stories |
Kai Yoshiro and Fukushima Seiichiro | Study on the fragility of system. Part 2: system with ductile elements in its stories |
Tsunekawa Hiroshi, Tanaka Hideo and Ohta Kohei | Study on the index of seismic motion for fragility analysis |
JangidR.S. andDatta T. K. | Seismic reliability of base-isolated building frames |
Chen Mu-Tsang and Harichandran Ronald S | Simplified response analysis of earth dams to spatially varying earthquake ground motion |
Vulpe Adrian N. and Caraufu Alexandru | Seismic risk analysis and assessment using extended P-factor methods |
Sakai Junichi, Matsui Chiaki and Yoshizumi Makoto | Effect of collapse modes on earthquake resistant properties for steel frames |
Cai G. Q., Lin Y. K. and Yu J. S | Reliability of hysteretic structures under earthquake excitation |
Lyatkher Victor M. and Frolova Nina | High earth dams: seismic loads, reliability and design |
Ganev Todor, Katayama Tsuneo and Ueshima Teruyuki | Analysis of soil - structure interaction of a model structure on stiff soil in Hualien, Taiwan |
Papadimitriou Costas and Katafygiotis Lambros S | Response statistics and reliability of uncertain nonlinear systems subjected to random loads |
Jensen Hector A | A global design sensitivity analysis in structural dynamics |
ShriP., JainA.K. andBonde S. B | A probabilistic approach for computer aided response spectra |
Harichandran Ronald S. and Chen Mu-Tsang | Reliability of an earth dam excited by spatially varying earthquake ground motion |
Tuichiev N. D. and Plakhtiy K. | Reliability and durability estimation of antiseismic structures by means of Markov's chain |
Srinivasan Mukund, Liu Xudong and Park Gordon | Seismic operational risk analysis |
5.1 Experiences of Structural Control | |
---|---|
Author | Title |
Eisenberg Jacob M. and Beliaev Viacheslav S | Operating experience in designing and construction of the system of special seismic protection of buildings and constructions in the former Russia |
Zhou F. L., Yu G.H., Xian Q.L., Cao X.-Y. andXuZG | A strong tendency of research and application development on seismic control for structures in China |
PallAvtar S. and Pall Rashmi | Friction-dampers for seismic control of buildings "a Canadian experience" |
Martelli A.,
Forni M., Indirli M., Spadoni B., Bettinali F., Dusi A., Marioni A.,Bonacina G., Pucci G. and Mazzieri C. |
Italian studies for the optimization of seismic isolation systems for civil and industrial structures |
5.2 Passive Control | |
---|---|
5.2.1 General concepts in passive control |
|
Author | Title |
Fukumoto Sanae and Inoue Yutaka | Effect of characteristics of various inter-story dampers on response control for vibration of building structures |
Pasquino Mario, Santini Adolfo and Calio Ivo | A parametric study for the dynamic response control of adjacent buildings |
5.2.2 Structures with dissipation devices |
|
---|---|
Author | Title |
Way Douglas and Loh Eugeng | Friction-damped moment frames |
Mustafa Hashem Aly and Uidin Alexander M | The use of friction-movable braces for designing the seismic proof structures with predetermined parameters of ultimate conditions |
Torii Shingo,
Teramoto Takayuki, Kihara Hiromi and Kitamura Haruyuki |
The response control design of high-rise building with low yield steel wall |
Adam C. and Ziegler F. | Dynamic response of substructures in friction damped braced frames |
Chang K. C, Lin Y. and Lai M.-L | Seismic design of structures with added viscoelastic dampers |
Nakashima M. and Mitani T. | Distribution of energy input and dissipation along stories in steel building structures with hysteretic dampers |
Akazawa Takashi, Nakashima M. and Sakaguchi Osamu | Simple model for simulating hysteretic behavior involving significant strain hardening |
Monti Michael D. and Robinson William H. | A lead shear damper suitable for reducing the motion induced by wind and earthquakes |
Arakawa
Toshiharu, Shimoda Hirokazu, Hosokawa Masao and Ohmata Kenichiro |
Seismic responses of the isolation device system with an elastoplastic-friction damper using V-shaped plates |
Colajanni Piero and Papia Maurizio | Energy design approach for braced frames with dissipative devices |
Rakicevic Zoran and Jurukovski Dimitar V | Development of a passive control system for steel frame structures |
Inaudi Jose A., Blondet Martial, Kelly James M. and Aprile A | Heat generation effects on viscoelastic dampers in structures |
Martin Luciano and Pekau Oscar A | Plan-wise distribution of slip load in friction damped eccentric structures |
Nishiyama Isao, Midorikawa Mitsumasa, Nagatsuka Norikazu and Sugisawa Mitsuru | Effect of seismic energy dissipation metal beams installed in steel frame |
Lai M.-L., Lu P., Lunsford D. A., Kasai K. and Chang K. C. | Viscoelastic damper: a damper with linear or nonlinear material ? |
Taylor Douglas P | Fluid dampers for applications of seismic energy dissipation and seismic isolation |
Chen Huei-Tsyr, Su Yuan-Feng and Juang D.S | Strength-reduction factors for structures with added damping and stiffness device |
Kasai Kazuhiko and Fu Yaomin | A static equivalent force design method for a damage-free building with viscoelastic dampers |
Vulcano Alfonso and Mazza Fabio | Seismic damage control of damped braced RC frames |
Goodno B. J., PinelliJ.-P. and Craig J.I. | An optimal design approach for passive damping of building structures using architectural cladding |
Echavarria A., Aguirre M., Maldonado J. and Lopez-Batiz 0 | Dynamic behavior of two type of energy dissipation devices "shear-panel" and "oval-shaped steel strips" |
Ruiz Eduardo, Mejia Raul and Ruiz Sonia E | Comparative study of a multistory frame with energy dissipation devices and without them |
Gupta Nishith and Mutsuyoshi Hiroshi | Analysis and design of viscoelastic damper for earthquake-resistant structure |
Levy R., Gluck J. and Gluck N. | Optimal design of supplemental dampers for control of structures |
De Angelis M. and Paolacci F | On the passive control of the seismic response of eccentric structures by using dissipative bracings |
Mori Atsushi, Moss Peter J., Carr AtholJ. and Cooke Nigel | The seismic behaviour of elastomeric and lead-rubber bearings |
Teramoto
Takayuki, Kitamura Haruyuki, Ozaki Hitoshi, Furuya Osamu,Morikawa Shoichi and Suzuki Shigenobu |
Practical application of high-damping rubber dampers to a slender building |
Elhassan Rami M. and Ekwueme Chukwuma G | Analytical investigation of the response of a building with added viscous dampers |
Bozzo L.M., Foti D. and Lopez-Almansa F. | Design criteria for earthquake resistant buildings with energy dissipators |
Higgins Christopher, Chen Sheng-Jin and Chou Fang | Testing and analysis of a steel frame with viscoelastic dampers |
Zhao X.M. and Ha K.H. | Friction connection for seismic control of moment resisting steel frame |
5.2.3 Seismic isolation |
|
---|---|
Author | Title |
Wang Wenming and Li Lee | Test of an inflated rubber cylindrical isolator |
Celebi M.K. | Comparison of Northridge earthquake responses of a base-isolated and a conventional hospital building |
Dolgaya Angelika
A., Sandovich Tatiana A. and Uzdin Alexander M |
Selection of parameters of seismoisolation foundations |
Way Douglas, Tu Kai-Chen and Naeim Farzad | Implementation of a hybrid base isolation system with breaking features |
Olariu loan, Olariu Felicia and Sarbu Dragos | Experimental and theoretical analysis on the PRB base isolation system |
Taniwangsa Wendy and Kelly James M. | Studies on seismic isolation for housing in developing regions |
Tarics Alexander G | Composite seismic isolator and method |
Zhou Xiyuan and Han Miao | Optimum design of resilience-friction-slide base isolation system for low cost buildings |
Robinson William H | Latest advances in seismic isolation |
Tachibana Eizaburo and Li Ketsu | Temperature dependence of high damping rubber in base-isolated structures |
Gomez-Soberon M.
C, Tena-Colunga A. and Munoz-Loustaunau A |
Analytical study on the seismic isolation of two irregular buildings at the Mexican Pacific coast |
Boardman Peter and Kelly Trevor E | Base isolation to protect New Zealand's heritage |
Qamaruddin M., Al-Oraimi S.K. and Al-Jabri K.S | Worldwide development of friction seismic isolation scheme for masonry buildings |
Nagarajaiah Satish and Sun Xiahong | Seismic performance of base isolated buildings in the 1994 Northridge earthquake |
Mazda Taiji, Irie Tatsuo, Hirata Kazuta and Shiojiri Hiroo | Evaluation on mechanical characteristics of laminated rubber bearings by transfer matrix method |
Kato Asao, Seki Mastutaro, Shirahama Kenji and En Kosiro | Seismic safety evaluation of steel damper for base isolation |
Billings L. J. and Shepherd Robin | The mechanics of elastomeric seismic isolation bearings |
Penkovsky G.F | Management of strains and deformations in constructions for seismic-resistant buildings and structures with pliant ties |
Sincraian Gabriela E. and Guerreiro Luis M.C. | Use of base isolation in historical and traditional structures |
Ueno K, Iizuka M., Takenaka Y., Saito H. and Onomiya Y. | Structural design of base isolated tall building with high-damping laminated rubber bearing |
Zamorano Rodrigo V., Sarrazin Mauricio J. and Tow Gabriel R | Development and testing of teflon sliding bearings |
Guerreiro Luis M.C. and Azevedo Joao | Impact problems on base-isolated structures |
Hailing Marvin W., Hall John F. and Okaltashi Yasuteru | System identification of base-isolated buildings utilizing records from recent Southern California earthquakes |
Deb Sajal K. and Paul Dilip K | Simplified non-linear analysis of base isolated building |
Rossi P. P., Lenza P. and Pagano M. | Base isolation strategy for framed buildings |
Allred B. A., BillingsL. J. and Shepherd R | Ultimate response characteristics of base isolated structures |
SafakErdal and Frankel A | Effects of ground motion characteristics on the response of base-isolated structures |
Mohammadi F. Tehrani and Hasani Abolfazl | Behavior of Iranian low rise buildings on sliding base to earthquake excitation |
Hashizume
Hisayoshi, Nagataki Yoshiaki,
Takaki Masayoshi, Hiramatsu
Tomotaka, Okazaki Takao and Kasai Shouichi |
Building vibration isolation system with spring and viscoelastic damper |
Kato Muneaki, Watanabe Yukio, Yoneda Genji, Tanimoto Eisuke, Hirotani T., Shirahama Kenji, Fukushima Yoshimitsu and Murazumi Y. | Investigation of aging effects for laminated rubber bearings of Pelham bridge |
Takayama Mineo and Morita Keiko | A study on the energy approach design of base-isolated structures |
Izawa Kiyozi, Kai Makoto and Nishikawa Hiroyuki | Effectiveness of base-isolated building structure subjected to the Hyogo-ken Nanbu earthquake |
Pan Tso-Chien and Yang Guichang | Nonlinear analysis of base-isolated MDOF structures |
Rajas Rafael and Jara Guerrero Jose Manuel | Analytical study of base isolated buildings in Mexico |
Ahmadi HamidR., Fuller Keith N.G. and Muhr Alan H. | Predicting response of nondinear high damping rubber isolation systems |
Skinner Robert I. and McVerry Graeme H. | Seismic isolators for ground motions with large displacements and velocities |
Masi Angelo and Laterza Michelangelo | Analysis of experimental investigations on elastomeric seismic isolation bearings |
Logiadis Ioannis S. E„ Zilch Konrad and Meskouris Konstantin | Prestressed bearings in the seismic isolation of structures |
de Luca Antonello and Faella Giuseppe | The influence of superstructure design criteria on seismic force reduction factors for base isolated structures |
Mele Elena, de Luca Antonello and Ramasco Roberto | The effect of using different device numerical models on the global nonlinear behaviour of base isolated structures |
5.2.4 Tuned-mass dampers |
|
---|---|
Author | Title |
Blekhertnan Alexander N. | Mitigation of response of high-rise structural systems by means of optimal tuned mass dampers |
Li H.-N., Xiao S. Y. and YanS. | Optimized parameters of dynamic pendulum absorbers for simple engineering structures |
Chen Genda | Multi-stage tuned mass damper |
Jara Guerrero Jose Manuel and Aguihiga Francisco | Parametric study of a two degree of freedom system with resonant masses |
Teramura Akira and Yoshida Osamu | Development of vibration control system using U-shaped water tank |
Denial Dionisio | Influence of ground motion characteristics on the effectiveness of tuned mass dampers |
5.2.5 Experimental studies |
|
---|---|
Author | Title |
Lu X. L. and WuX.H | Shaking table test and analysis of a new type of shear wall with seismic control device |
Fujita Satoshi,
Kato Eigo, Kashiwazaki Akihiro, Shimoda Ikuo and Sasaki Kosuke |
Shake table tests on three-dimensional vibration isolation system comprising rubber bearing and coil springs |
Hayes Jr. John R., Foutch Douglas A. and Brady Pamalee A | Experimental investigation of the use of viscoelastic dampers to rehabilitate a reinforced concrete flat slab structure |
Kullmann H. and Cherry S. | Full-scale testing of concentrically braced and friction-damped braced steel frames under simulated seismic loading |
Midorikawa Mitsumasa, Nishiyama Isao and Sugisawa Mitsuru | Inelastic behavior of steel frames with steel beam seismic energy dissipation device |
Sarrazin
Mauricio /, Moroni Maria,
Boroschek Ruben L. and Solo Pedro |
Results from a base-isolated experimental building in Santiago - Chile |
Nikolic-BrzevS. and Arya Anand S. | Seismic isolation of masonry buildings - an experimental study |
ArcangeliM., Ciampi V., Paolacci F., PernoS. andPranzo S. | Shaking table tests of a two story frame equipped with dissipative bracings |
D'Anzi Pasquale, Crewe Adam J. andPonzo Felice C. | Retrofitting of R.C. buildings by energy dissipating bracing: earthquake simulator tests |
5.2.6 Rehabilitation of structures |
|
---|---|
Author | Title |
Martinez-Rueda J. Enrique | Application of passive devices for the retrofitting of reinforced concrete structures |
Reinhorn Andrei M. and Li Chen | Retrofit of concrete structures using supplemental damping devices |
Chang H.S.E. and Jeing J. C. | Three-dimensional analysis of viscous damper system for seismic retrofit of building |
Fu Yaomin | Frame retrofit by using viscous and viscoelastic dampers |
Whittaker Andrew S., Constantinou M. C. and Kircher Charles A |
Seismic rehabilitation using supplemental damping systems |
Braga Franco,
D'Anzi Pasquale, Dolce Maura and Ponzo Felice C. |
Retrofitting of R/C buildings by energy dissipating bracing: numerical simulations and comparison with experimental tests |
Maison Bruce F. | VE dampers for upgrade of Northridge damaged steel building |
Rao Rajesh, Gergely Peter and White Richard N. | A simplified design method for retrofit of gravity load design RC frames with friction dampers |
5.3 Active Control | |
---|---|
5.3.1 Control strategies |
|
Author | Title |
Tzan Shyh-Rong and Pantelides Chris P | Active seismic structures |
Ishtev Kamen, Philipov Philip and Dineva Petia S. | Active control of a RTV centre |
Wu Zaiguang and Soong Tsu T. | Modified bang-bang control law for structural control implementation |
Betti Raimondo, Panariello Gary F. and Poulin K. | Vibration control of structures with multiple support excitation |
Dargush Gary F. and Soong Tsu T. | The role of computational continuum mechanics in structural control |
Asano Koichiro and Nakagawa Hajime | Active nonlinear control of structural systems under severe earthquake excitation |
Matheu Enrique E. | Active control of seismic response by variation of structural parameters |
Yamada Nariyasu and Nishitani Akira | Absolute acceleration measurement based H» structural control system design |
Hansen Henriette I., Nielsen Soren R.K. and Thoft-Christensen P | Active vibration control of hysteretic oscillators using neural networks |
Kurino Haruhiko,
Kobori Takuji, Takahashi Motoichi, Niwa Naoki, Kurata Narito, Matsunaga Yoshinori and Mizuno Takayuki |
Development and modeling of variable damping unit for active variable damping system |
Watanabe Toru and Yoshida Kazuo | Robust control of a tower-like structure subjected to seismic excitation taking account of parameter variations and residual dynamics |
Lu Lyan-Ywan and Bian Jyh-Jian | Seismic vibration control of building structures using active members |
Hayen Jeffrey C. and Iwan Wilfred D | The use of semi-actively controlled interactions for earthquake response control of structures |
5.3.2 Mathematical models |
|
---|---|
Author | Title |
Obata Takashi,
Hayashikawa Toshiro, Sato Koichi and Shimoda Kazutoshi |
Analytical study of active vibration control on tall buildings |
White Christopher V.. Abel John F. and Thorp James S. | Optimal decision strategies control of nonlinear structural response |
YangJM, WuJ. C, Agrawal A.K. and Hsu S.Y. | Reduced-order sliding mode control with compensators for seismic response control |
Tani Akinori and Kawamura Hiroshi | Fuzzy optimal control system of buildings by neural network (single-degree-of- freedom system, selection of training data of structural identification by genetic algorithm) |
Gutierrez E. and Tirelli D | Compensation of time-delay in scaled-time pseudodynamic testing |
Shing P. Benson,
Kang S.D., Kermiche Noureddine, Dixon Michael E., Rose B. and Frangopol Daniel M |
A nonlinear control strategy for building structures |
Joghataie Abdolreza and Ghaboussi Jamshid | A comparative study of learning methods and mathematical algorithms in structural control |
Cheng F.Y.andLiDan | Genetic algorithm and game theory for multiobjective optimization of seismic structures with/without control |
Zuccaro Giulio,
Voiello Giuliana, Papa Filomena, Cennamo Claudia and Baratta Alessandro |
Optimal design of active control algorithms for transient unknown forcing function |
Hsu C.-C. and Calise A.J. | Design of robust controllers for earthquake structural dynamics problems with hysteretic nonlinearities |
Alt Terry R., Jabbari Faryar and Yang J.N. | Reliable control design for buildings under seismic excitation |
Koshika Norihide, Sakamoto Mitsuo, Fukushima Izuru and Kobori Takuji | Analytical study on non-linear and active control system for large earthquakes |
Fujitani Hideo,
Miyoshi Toshiyasu, Kawamura Hiroshi, Tani Akinori and Mochio Takashi |
Seismic response, control of building structure by fuzzy optimal logic (shaking table tests and simulations) |
Udwadia Firdaus E. and Kumar Ravi | Time-delayed active control of structures |
InoueYutaka, Tachibana Eizaburo and Mukai Yoichi | Practical digital-optimizing control algorithm of multi-located active control system for earthquake excitations |
5.3.3 Experimental studies |
|
---|---|
Author | Title |
Hsu D.S., Hou C-Y., Chen J.-L. andYehC.-S | High pressure servo-mechanism structural control system |
Gavin Henri P., Hanson Robert D. and McClamroch N. Harris | Control of structures using electrorheological dampers |
Iemura Hirokazu, Igarashi Akira, Katayama Ikuo | Development of an active TMD and control algorithms for strong earthquake excitation—numerical simulation and shaking table tests |
Hirai J., Naruse M. and Abiru H | Structural control with variable friction damper for seismic response |
5.3.4 Tuned-mass dampers |
|
---|---|
Author | Title |
Abe Masato | Semi-active tuned mass dampers with pulse control |
Suzuki Tetsuo,
Kageyama Mitsuru, Nobata Arihide, Yoshida Osamu and Inaba Satoru |
Active vibration control system installed in a high-rise building |
Yoshikawa
Masaaki. Toki Kenzo, Sato Tadanobu and Takeuchi Teruo |
Active control effect of a model structure by mass driver system |
Datta T. K., Singh S. and Gupta P | Performance of tuned active mass damper in controlling seismic response of building frames |
Rana Rahul | Response control of structures by tuned mass dampers and their generalizations |
Kubo Tetsuo | Control performance of an AMD response control system considering saturation of the system during intense seismic motions |
Shimazu Takayuki andAraki Hideo | Survey of actual effectiveness of mass damper systems installed in buildings |
Yasui Kenji,
Otsuka Susumu, Kawai Nobuyasu, lkenaga Masayoshi and Mochimaru Masami |
Earthquake response observation of a verification tower with active mass damper system |
5.3.5 Hybrid systems |
|
---|---|
Author | Title |
Symans M. D. and Constantinou M. C | Semi-active control of earthquake induced vibration |
Shimoda Hirokazu,
Shimosaka Haruo, Hayase Makoto and Ohmata Kenichiro |
Hybrid damper for a seismic isolation device for equipments and machines |
Nakamura Yoshiya,
Fujita Takafumi, Tanaka Kiyoshi, Ohyama Hidemi, Murakoshi Kazuya, Miyano Hiroshi, Hora Hirokazu and Sugamuna Manabu |
Development of hybrid mass damper using linear-induction-servomotor for vibration control of tall buildings |
Chai Winston and Feng Maria Q | Seismic performance of mega-sub controlled buildings |
Dowdell D.J. and Cherry S. | On passive and semi-active friction damping for seismic response control of structures |
Craig J., Goodno B. J. and Hsu C.C. | Design of optimal passive/active hybrid control systems for earthquake structural control |
6.1 Industrial Facilities | |
---|---|
Author | Title |
Yoshizaki Koji and Oguchi Noritake | Estimation of the deformation behavior of elbows for an earthquake-resistant design |
6.1.1 Nuclear power plants |
|
---|---|
Author | Title |
Varpasuo Pentti E | The seismic analysis of VVER-1000 nuclear power plant buildings for Liaoning site in China |
Fuyama Hiroyuki,
Kokubo Fiji, Fujita Katsuhisa, Ogo Hideyasu, Morinaka Ikuo and Ichihashi Ichiro |
Dampers for heavy components in PWR nuclear power plants |
Dermitzakis S. N„ Esfandiari S., Gerdes
L., Kennedy R. P. and Idriss l.M |
Seismic design and seismic margin assessment of the ABB-CE System 80+ standard nuclear power plant |
Fujita Takafumi, Fujita Satoshi, Watanabe Yukio, Kato Asao, Suzuki Shigenobu and Fukumori Kenji | Fundamental study of three-dimensional seismic isolation system for nuclear power plants |
Shiota Mutsumi, Sono Youichi, Akashi
Jiro, Yasui Yuzuru, Kaneko Masataka, Ohori Michihiro, Kuno Toshio, Komatsu Yoshiaki and Endo Manabu |
Simulation analyses of forced vibration tests on both horizontal and vertical excitation of PWR type reactor building |
6.1.2 Tanks |
|
---|---|
Author | Title |
Pierepiekarz Mark R.,
Sliipp John G, Smith Don A. and Binder Kevin A |
Seismic design of a combined standpipe and an elevated tank in San Diego County, California |
Dutta Sekhar C„ Murty Challa V. R. and Jain S. K. | Torsional failure of elevated water tanks: the problem and some solutions |
Deylami Ardeshir and Sarrafzadeh M. R | Seismic analysis of cylindrical liquid storage tank |
Yoitnan Adel H. and Veletsos Anestis S | Dynamic response of cylindrical tanks storing a viscoelastic material |
Malhotra P. K | Seismic uplifting of flexibly supported liquid-storage tanks |
Herrera Cano Jose,
Giuliani Hugo, Zaragoza A. C. and Sisterna Cristidn |
Theoretical experimental study of cylindrical steel tanks |
Lau D. T„ Marquez D. and Qu F. | Earthquake resistant design of liquid storage tanks |
6.1.3 Special Structures |
|
---|---|
Author | Title |
Meyer John A | Earthquake resistant telecommunications structural system |
Lopez-Lopez Alberto, Cepeda-Salazar Vicente and Mendoza-Boyas Juan | Dynamic analysis of slender steel distillation towers |
Totnita Kenji | Necessity of vibration isolator or controller for railway structures |
Tanaka Sachito and Inatorni T. | Seismic response analysis of gantry cranes on container quay walls due to the Great Hanshin earthquake |
Matsuda Takashi and Tanaka Norikazu | Seismic response analysis for a collapsed underground subway structure with intermediate columns |
Aziz T. S„ GhobarahA. and El-Attar M. | Nonlinear dynamics of transmission lines |
Diehl John G. and Honegger Douglas G | Performance testing of earthquake actuated gas shutoff systems |
Sinha Ravi | Effectiveness of seismic supports in piping |
Snyder M. D., Bazdn-Zurita E. and Vaidya N. R | Impact of accidental eccentricity in the seismic design of industrial facilities |
Amiri Gholamreza G. and McClure Ghyslaine | Seismic response of tall guyed telecommunication towers |
6.2 Secondary Systems and Equipment | |
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6.2.1 Nonstructural elements |
|
Author | Title |
Villaverde Roberto | A proposed replacement for the seismic code provisions for nonstructural components in buildings |
Guevara L. Teresa, Jones-Parra B. and Cardona 0. D | Nonstructural seismic vulnerability evaluation method for health-care facilities in Venezuela |
Sudrez L. E. and Singh M.P | Seismic response of rail-counterweight systems of elevators |
6.2.2 Secondary systems |
|
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Author | Title |
Biondi B., D'Aveni A. and Muscolino G | Seismic response of combined primary-secondary systems via component-mode synthesis |
Yao George C. | Seismic capacity evaluation of equipment in a modern hospital at southern Taiwan |
Olaru Dan R | Floor response spectra for equipments resting on multisupport-structures |
Naganoh Masatake, Sakamoto Koichi and Takanashi Naruko | Earthquake damage of fire fighting and life safety systems |
Hanamura Masaki,
Suhara Junji, Takada Tsuyoshi, Ogo Hideyasu and Ichihashi Ichiro |
Influence of spatial variation of earthquake ground motion on response of secondary systems |
Singh M. P., Chang T.-S. and Sudrez L.E. | Floor response spectrum amplification due to yielding of supporting structure |
Huang J. Y., Li G. Q. and Shen Z.Y. | Earthquake isolation of equipments installed on floors of tall buildings |
Aminossehe Piroozan and Sutcliffe Stephen | A proposal to reduce the conservatism of generated floor response spectra using the effect of the interaction |
6.2.3 Building equipment |
|
---|---|
Author | Title |
Rutenberg A., R. Levy, Segal F. and Marianchik E | Structure-elevator systems under earthquake excitations |
Winkler Tibor and Meguro Kimiro | Response of interior rigid body assemblies to dynamic excitation |
Sun Zengshou, Chen Huai and Wang Bo | The probabilistic method of earthquake damage prediction for floor-supported equipment |
6.3 Architectural Heritage | |
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6.3.1 Rehabilitation |
|
Author | Title |
Chachava N. T. and Lekveishvili M. N. | Diagnostics and development of recommendations on seismic stability of housing system under reconstruction of historic city center |
Gavrilovic Predrag, Ginell William S. and Sendova Veronika I. | Correlation between the experimental and analytical results on seismic strengthening of Byzantine churches |
Cismigiu Alexandra I. and Cismigiu Mihaela A | The seismic pathology of religion-related buildings in Romania and their treatment according to article 10 of the Venice Chart |
6.3.2 Case studies |
|
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Author | Title |
Dubey R. N., Thakkar S. K. and Gupta A | Seismic analysis for safety evaluation of Taj Mahal monument |
Krstevska Lidija,
Mihailov Vladimir P., Boschi Enzo, Rovelli Antonio |
Experimental dynamic testing of prototype and model of the Marcus Aurelius Column in Roma |
Harries Kent A | Earthquake resistant construction in classical Rome |
Uzcategui Angela I. and Montilla Pedro J. | Seismic evaluation of Belen church in Merida, Venezuela |
Hisatoku Toshiba/it, Segawa Teruo and Okamoto Tatsuo | The restoration of the IKUTA shrine destroyed by the Great Hanshin earthquake using ultra high strength composite column |
Montilla Pedro J., Uzcategui Angela and Hernandez Marina | Damages occurred to churches due to the earthquake of February 8, 1995 in Pereira, Colombia |
Carydis P. G.,
Mouzakis H., Papantonopoulos C, Papastamatiou D., Psycharis I., Vougioukas E. A. and Zambas C. |
Experimental and numerical investigations of the earthquake response of classical monuments |
Erdik M. andDurukal E. | Use of strong motion data for the assessment of the earthquake response of historic monuments |
6.3.3 Rehabilitation |
|
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Author | Title |
Oppenheim Irving J. | Earthquake analysis of masonry structures |
Verras Dionisios,
Triantafillidis Panagioti, Loukakis Kiriakos and Dritsos Stephanos E |
Seismic analysis of stone masonry monuments using CAD models |
Karaesmen E., Oktar O. and Karaesman E. | A comparative study of historic aqueducts and viaducts in seismic zones |
Manos G. C. and Demosthenous M. | Study of the dynamic response of models of ancient columns or colonnades subjected to horizontal base motions |
6.4 Bridge Structure | |
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6.4.1 Analysis of bridges |
|
Author | Title |
Dicleli Murat | Seismic performance of multi-span simply supported highway bridges having steel columns |
Shide Hu, Aijun Ye and Lichu Fan | Earthquake resistance of a multilevel interchange bridge supported by a single column |
Yuan Wancheng C, Wang Shubo B. and Fan Lichu C. | Response analysis of suspension bridges |
Venkataramana Katta, Kawano Kenji and Tamae Shoichiro | Earthquake response of multi-span continuous bridges |
Suz.uki Motoyuki and Oiaka Yoshio | Aseismic performance of reinforced concrete 2-story viaduct |
Bayrak Oguzhan | Effect of multiple seismic input on the response of long multi-span bridges |
Nazmy Aly S. | Earthquake-response characteristics of long-span arch bridges |
Thakkar S. K. | Secondary resistance arrangement to prevent excessive relative movements in a bridge during a severe earthquake |
Petrov Albert A | Seismic response of extended systems to multiple support excitations |
Ma Max Y., Pan Austin D., Luan M. and Gebara Joseph M | Seismic analysis of stone arch bridges using discontinuous deformation analysis |
Delgado Alberto, Moriguchi Hiroshi and Hakuno Motohiko | Three dimensional extended distinct element method applied to bridge collapse analysis |
Singh Satinder P. and Fenves Gregory L | Earthquake response of two-level viaduct bridges |
Jacob Klaus H.,
Horton Steve, Armbruster John and Barstow Noel |
Seismic retrofit study of the Queensboro Bridge, N.Y.: rock motions and mode i.d. by ambient vibration measurements |
Vaz Carlos T. and Bairrao Rogerio M. | Quantification of behaviour coefficients for curved RC bridges |
Bruneau Michel and Dicleli Mural | Seismic resistance of a class of slab-on-girder steel highway bridges |
SimoesL.M. C. andNegrdo J.H.J.0 | Comparison between modal and step-by-step approaches in the optimization of cable-stayed bridges subjected to seismic loads |
Zhu X., Chen X. and Rong Z. | Seismic behavior of diaphragms in RC bridges |
6.4.2 Experimental studies |
|
---|---|
Author | Title |
Caetano Elsa, Cunha Alvaro and Taylor Colin | Experimental analysis of coupled cable-deck motions in cable-stayed bridges |
Ventura Carlos
E., Finn W. D. Liam, Wagner Pierre R. and Felber Andreas J. |
Ambient vibration studies of three short-span reinforced concrete bridges |
Horinouchi Shinichi, Sakata Takahiro and Uno Kiyoshi | Analysis of fixed reinforced concrete (RC) arch bridge with small section members under earthquakes |
Duque Joaquim, Bairrao Rogerio M. and Vaz Carlos T. | Optimisation of shaking table testing of bridge models |
6.4.3 Case studies |
|
---|---|
Author | Title |
Izuno Kazuyuki | Earthquake response of strengthened bridge pier during the 1995 South Hyogo earthquake |
Saeki Shoichi,
Tada Kazuo, Kitagawa Makoto, Nitta Atsushi and Kurihara Toshihiro |
Effects of the Hanshin-Awaji great quake disaster on the Akashi Kaikyo bridge |
Saadeghvaziri M. Ala | A case study from the Northridge earthquake |
6.4.4 Laboratory studies |
|
---|---|
Author | Title |
Tanaka Koichi and Ohuchi Hajime | A cyclic flexural loading test of composite bridge column |
Ingham Jason M.,
Sritharan Sri, Priestley M. J. Nigel and Seible Frieder |
In-plane seismic response of joints in multi-column bents of concrete bridges |
De Sortis Adriano and Nuti Camillo | Seismic response by pseudodynamic tests of RC bridges designed to EC8 |
6.4.5 Design codes |
|
---|---|
Author | Title |
Kuznetcova-lrzachmetova I. and Nikitin Andrev A | Some problems of ensuring the seismic resistance of bridges |
Mathur Ravi, Lee Huo and Orsolini Greg | An improved method for seismic design of highway bridges |
Hristovski Viktor and Ristic Danilo | New integrated concept for diagnosis of the state of RC bridges under service and earthquake loads based on progressive structural failure prediction |
GoelRakeshK. | Bridge abutment stiffness during earthquakes |
Lou K. Y. and Cheng F.Y. | Post-earthquake assessment of bridge collapse and design parameters |
ElnashaiA. S. | Inelastic analysis of RC bridges and applications to recent earthquakesions to recent earthquakes |
6.4.6 Protective Systems |
|
---|---|
Author | Title |
Hwang J. S., Lin Cnao Y., Ku S. W. andKau W. J. | Analysis accuracy implied by equivalent linear models of bridge isolation |
Igarashi Akira and lemura Hirokazu | Experimental and analytical evaluation of seismic performance of highway bridges with base isolation bearings |
Micov Vlado and Petrovski Jakim T. | Efficient earthquake protection of RC bridge structures by installation of optimally designed antiseismic devices |
Kaneko
Isao, Katsukawa Touta, Yoshitani Shinji and Suzuki Takeyasu |
The powerful TMD for bridges compulsorily shaken by a reaction force from an abutment |
Feng Maria Q., Chu Don and Naganuma Toshihiko | Comparative assessment of seismic isolation devices using Matsunohama viaduct |
Goto Yozo and Higuchi Shun-ichi | Active variable stiffness control system for PC cable-stayed bridge under |
Rodriguez Santiago and Ingham Tim | Seismic protective systems for the stiffening truss of the Golden Gate Bridge |
Sugiyama Toshiyuki | Fundamental study on reliability-based design of bridge with sliding type base - isolation system |
Eftekhari M. and Zadeh Mohsen T. | Effect of seismic isolation systems on dynamic behavior of bridges under earthquake loading |
Hayashi A., Narita N. and Maeda K. | Optimization of characteristic value of seismic isolation bridges |
Nakazawa Takao, Imai Fujio, Maeda Fumio and Takahasi Tsukasa |
Effect of bearing condition on the dynamic characteristics of stress ribbon bridge |
Ciampi V., De Angelis M. and Valente C | On the optimal design of energy dissipation devices for the seismic protection of bridges |
Bondonet Gael and Fiiiatrault Andre | Shape-memory alloys for seismic isolation of bridges |
Tanzo Wi/lian and Tsuzuki Akio | Enhanced seismic lateral load distribution in continuous span bridges fitted with viscoelastic devices |
Sun L. and Goto Y. | Simulations on effectiveness of energy dissipating buffer for reducing response of bridge during large earthquake |
6.5 Earth Structures | |
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6.5.1 Earth dams and embankments |
|
Author | Title |
Nakamura Akira,
Nagayama Isao, Sasaki Takashi and Iwashita Tomoya |
Safety of dams during Hyogoken-Nambu earthquake on January 17, 1995 in Japan |
Sartna Sarada Kanta and Chowdhury Robin | Simulation of pore pressure in earth structures during earthquakes |
Xu Zhi-Ying | Simplified effective stress procedure for evaluating seismic response of earth dams in 3-D |
Manzari Majid T. | Seismic analysis of soil embankments |
Ohbo Naoto,
Zheng Jingzhe, Yoshizako Kazuo, Mishima Nobuo, Nagao Kazuyuki and Betsui Tomoyuki |
Seismic behavior of embankment placed on saturated sands |
Javier Castro Clara C. and Lomas Delgado Elias D | Seismic activity in the Aguamilpa Dam, Mexico |
Masukawa Susumu, Yasunaka Masami and Tagashira Hidekazu | Earthquake observation and three-dimensional seismic response modal analysis of arockfill dam |
Saitoh Kunio,
Ishii Takeshi, Katakami Norihisa, Nomoto Kenji and Sugimoto Takeyasu |
Centrifuge model tests on seismic resistance of high embankment using volcanic cohesive soil |
Mircevska Violeta, Bickovski Vladimir and Talaganov Kosta | Investigation of dynamic stability of dams constructed of local materials in high seismicity regions |
Kimura Masashi,
Katahira Fuyuki, Sato Hiroshi and Sato Masayoshi |
Centrifuge modeling of earthquake response of earth dams |
Restrepo V. Luis F. and Villarraga Manuel R | Porce II-dynamic response of the dam and reinforcement fill |
Chowdhury Robin | Evaluation of the seismic performance of earth structures |
Shen Zhen-Zhong and Xu Zhi-Ying | Shear vibration of 3-D inhomogeneous earth dams in triangular canyons |
Simonelli Armando L. and Fortunato Elios | Effects of earth slope characteristics on displacement based seismic design |
Zabala Francisco, 0 Idee op Luciano A. and Almazdn Jose L | Analysis of liquefaction induced displacements in earthdams |
Konagai Kazuo and Matsushima Takashi | Effect of excitation frequency on the dynamic stability of dilative granular slopes |
Abouseeda Hassan and Dakoulas Panos | Nonlinear dynamic earth dam-foundation interaction |
Watanabe Hiroyuki, Cao Zengyan and Kikuchi Kenji | Elemental three dimensional dynamic behavior of fill dam |
Tani Shigeru | Consideration of earth dam behavior during the 1995 Hyougoken-Nanbu earthquake |
6.5.2 Natural slopes |
|
---|---|
Author | Title |
Hasgiir Zeki and Aydan Omer | Liquefaction, lateral spreading, slope and embankment failures during the March 13 earthquake of Erzincan, Turkey |
Leonard Michael L. Hushmand Behnam and Brown Scott M. | Earthquake engineering for landfills |
6.5.3 Tunnels and underground structures |
|
---|---|
Author | Title |
Gil-Martin L. M., De La Fuente-Martin P., Perez-Castellanos J. L. and Navarro-Ugena C. | Engineering model for the seismic response of buried tunnels |
Suzuki Takeyasu | Damages of urban tunnels due to the southern Hyogo earthquake of January 17, 1995 and the evaluation of seismic isolation effect |
6.6 Off-shore Structures |
|
---|---|
Author | Title |
Lee Hsien Hua | Seismic mitigation of offshore platform with HDR isolators |
Kawano Kenji,
Venkataramana Katta, Hashimoto Tutomu and Komasa Takahiro |
Reduction effects on seismic responses of offshore platform |
Parra Jose G., Arias Norca, Abreu Elio and Alvarellos J. | Seismic performance of concrete oil platforms in shallow waters. The Lake Maracaibo case |
Uwabe Tatsuo, Takano Takemitu and Nozu Atsushi | Analysis of acceleration and hydrodynamic pressure records on offshore structure and seabed |
Tanaka Yoshihiro, Sulekh Ajai and Tsuka Toshihiko | Sliding analysis of a softly installed offshore structure coupled with interior and exterior fluid motion due to earthquake |
6.7 Special Structures |
|
---|---|
Author | Title |
Moossavi Nejad Shodja E. | Dynamic response of guyed masts to strong motion earthquake |
Ohmachi Tatsuo and Takase Masashi | A deployable display stand for art objects viable in severe earthquake shaking |
Flores-Victoria Armando | Algorithm for seismic hydrodynamic response spectra |
Rizwan Syed Ali and Ahmad Aftab | On the earthquake resistant design on reinforced concrete (R.C.) chimneys |
Ieremia Mircea,
Lepadat Sorin Valentin M., Tarhon C. and Tepes F. |
Earthquake response analysis of a concrete barrage in interaction with the soil |
Augusti Giuliano and Ciampoli Marcello | Guidelines for seismic protection of museum contents |
Watanabe
Tetsuya, Suzuki Kohei, Mitsumori Tomohiko, Urushihara K. and Shimizu Nobuyuki |
Study on nonlinear seismic response of piping system with friction |
Singh Davendra P | Structural system for low rise housing in seismic areas |
6.8 Dams |
|
---|---|
Author | Title |
Li Zhengnong, Li Guiqing and Jifu Meng | Dynamic analysis for power house section of Three Gorges Dam |
Li Guiqing, Li Zhengnong and Jifu Meng | Dynamic reliability analysis for power house section of Three Gorges Dam |
Ghaemian Mohsen | Seismic response of a retrofitted concrete buttress dam |
Lin Gao, Zhou Jing and Wang Junjic | Seismic response of arch dams to wave scattering and spatial variation of ground motions |
Batta Vinod and Pekau Oscar A | Seismic cracking analysis of pine flat dam: case study |
Popovici Adrian
Mihail, Sarghiuta Radu Corneliu A., Toma loan Gh. and Moldoveanu Traian |
Reevaluation of the seismic safety of a large arch dam commissioned thirty years ago |
Wieland Martin | Earthquake safety and earthquake-resistant design of large concrete dams |
Zhou Jing, Lin Gao and Zhu Tong | Seismic model rupture tests and safety evaluation of high arch dams |
Chen Houqun, Li Deyu, Hu Xiao and Hon Shunzai | Model test and computation analysis for dynamic behavior of arch dam with contraction joints |
Paul Dilip K., Chandrasekaran A.R. and Bhingare S. L | Identification of system parameters of the Koyna Dam from accelerograms recorded on the dam |
Cdmara Romano C. and Oliveira Sergio B | Dynamic behaviour of an arch dam-foundation-reservoir system. Numerical modelling and calibration with a forced vibration test |
Mojtahedi Soheil and Fenves Gregory L | Response of a concrete arch dam in the 1994 Northridge, California earthquake |
Proulx Jean, Carbonneau Charles and Paultre Patrick | Forced-vibration tests of a large gravity dam in winter and summer conditions |
Abdrabbo Fathi M. and Ali Naemi A | Earthquake response of concrete gravity dam-reservoir system-nonlinear analysis |
Darbre G. R | Nonlinear dam-reservoir interaction analysis |
Razaqpur A. G., Lau D. T. and Noruziaan B | Effects of contraction joint movements and concrete nonlinearity on the seismic response of arch dams |
7.1 Lifelines | |
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7.1.1 Earthquake damage |
|
Author | Title |
LundLe Val | Utility lifeline lessons learned, January 17, 1994, Northridge earthquake |
Chang Stephanie E | Economic impact of lifeline disruption in the January 17, 1995 Hanshin-Awaji earthquake |
Wang Leon R.L | Some aspects of prioritization for rehabilitation of buried lifelines |
Zhai Endi, Miyajima Masakatsu and Kitaura Masaru | Experimental study on effect of vertical ground motions upon ground amplification and damage to lifelines in liquefied area |
Davis C. A. and Bardet J.P | Failure of a buried corrugated metal pipe during the 1994 Northridge earthquake |
7.1.2 Response analysis and design |
|
---|---|
Author | Title |
Cheng Luke, Nuguid Lota D | Seismic retrofit design of water pipelines crossing the Hayward fault |
O'Rourke Michael J. and Bouabid Jawhar | Analytical damage estimates for concrete pipelines |
Shinozuka Masanobu and Tanaka Satoshi | Effects of lifeline interaction under seismic conditions |
Sekiguchi Koji, Matsuda Satoshi and Adachi Hirohiko | Numerical study on the effectiveness of stabilizing techniques of offshore pipelines against liquefaction |
SinghalN.C. | Seismic analysis of an aqueduct founded on piles |
Stuart Richard, Shipley Larry, Ghose Amitava and Hiremath Mahantesh | Seismic and thermal analysis of buried piping |
Kobayashi Mio and Ando Hirokazu | Dependence of longitudinal subgrade reaction on displacement velocity and cycles |
Vassilev Vanguel H. and Flores-Berrones Raul | Seismic analysis of segmented buried pipelines |
Lee James P. and Bohinsky Joseph A | Design of buried pipeline subjected to large fault movements |
Mavridis George A. and Pitilakis Kyriazis D | Axial and transverse seismic analysis of buried pipelines |
Ando H. and Kobayashi M | Nonlinear characteristics of ground constraint on buried pipes caused by lateral displacement during earthquakes |
7.1.3 Risk assessment |
|
---|---|
Author | Title |
Milutinovic Zoran and Trendafiloski Goran S. | Importance of transportation systems and other lifelines for earthquake disaster preparedness |
Huang Shingjian, Zhu Jiangang and Zhong Guoping | Application of theory of graphs to reliability analysis of network of lifeline engineering |
Liu Xuejie and O'Rourke Michael J | Key parameters for estimating buried pipe damage |
Dongwei Wang, Da Huo, Guiqing Li and Chen Yianyian | Reliability analysis of lifeline networks with vertex and correlation failures |
7.2 Urban Systems |
|
---|---|
Author | Title |
D'Ayala D. F., Spence R. J S., OUveira C. S. and Silva P | Vulnerability of buildings in historic town centres: a limit-state approach |
Jones Barclay G. and Malik Ajay M. | The building stock in Memphis: relating structural type and use |
Huo Jun-Rong and Hwang Howard | Fragility of Memphis buildings |
Kunnath Sashi Kumar, Valles-Mattox Rodolfo E. and Reinhom Andrei M | Evaluation of seismic damageability of typical R/C building in Midwest United States |
Eguchi Ronald T. and Chang Stephanie E. | Losses associated with building damage in Memphis |
Horton Steve, Barstow Noel and Jacob Klaus H. | Simulation of earthquake ground motion in Memphis, Tennessee |
8.1 Reliability Based Design |
|
---|---|
Author | Title |
Collins Kevin R,, Wen Yi-Kwei and Foutch Douglas A | An alternative seismic design procedure for standard buildings |
Han Sang Whan | Method of determination of seismic design parameters based on reliability |
Saito Taiki, Abe S. and Shibata Akenori | Reliability based seismic design criteria of reinforced concrete buildings in Japan |
Ang A. H.-S. andDe Leon D | Determination of optimal target reliabilities for design and upgrading of structures |
Beck James L,
Papadimitriou Costas, Chan Eduardo and Irfanoglu Ayha |
Reliability-based optimal design decisions in the presence of seismic risk |
Diaz Orlando, Mendoza Enrique and Esteva Luis | Reliability bases for the determination of seismic design response spectra |
PiresJ. A., Ang A. H.-S. and Lee J.-C. | Target reliabilities for minimum life-cycle costs design: application to a class of R.C. frame-wall buildings |
Rahgozar Mohammad A. and Hurnar Jagmohan L | Application of inelastic uniform hazard spectra in seismic design |
8.2 Seismic Codes and Standards | |
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8.2.1 Evaluation of seismic code provisions |
|
Author | Title |
Sasani Mehrdad and Anderson Don L | Displacement-based design versus force-based design for structural walls |
Elwood Kenneth J. and Wen Yi-Kwei | Evaluation of a dual-level design approach for the earthquake resistant design of buildings |
Ristic Danilo, Zisi Nikola and Hristovski Viktor | New hysteretic micro-analytical model and energy based criteria for earthquake damage prediction of traditional and base-isolated structures |
Cominetti Silvana and Cruz Ernesto | Evaluation of code type reduction factors for structures with irregularities in height and designed under different criteria |
Teshigawara Masaomi | Seismic design directions of structures with beam yielding type |
Humar Jagmohan L. and Rahgozar Mohammad A | Concept of overstrength in seismic design |
Garcia Luis E., Perez Alejandro and Bonacci John F | Cost implications of drift controlled design of reinforced concrete buildings |
Syrmakezis Costas A., Vayas Ioannis C. and Sophocleous Arts A | Ductility-irregularity correlation approach for building frames |
Ghosh Satyendra K. and Munshi JaveedA | Assessment of seismic performance of a code designed reinforced concrete building |
Yamanouchi Hiroyuki and Hasegawa Takashi | Seismic performance of model structures designed by old and new Japanese seismic design codes, against the 1995 Kobe earthquake ground motions |
Neuenhofer Ansgar and Der Kiureghian Armen | Design for nonlinear seismic response combinations |
Azevedo Joao and Bento Rita | Design criteria for buildings subjected to pounding |
Sandi Horea | Some needs and suggestions concerning the development of design regulations |
Goel Rakesh K. and Chopra Anil K | Evaluation of code formulas for fundamental period of buildings |
Krawinkler H. | A few basic concepts for performance based seismic design |
Bonelli Patricio, Leiva Gilberto and Stow has Christian | The displacement seismic-design approach applied to R/C buildings |
Ishiyama Yuji and Asari Tetsuhiro | Structural characteristic factor to reduce seismic forces due to energy absorbing capacity |
Salvitti L. M. and Elnashai A. S. | Evaluation of behaviour factors for RC buildings by nonlinear dynamic analysis |
Bonato Miguel
A., Marval Humberto, Vasallo Lino and Hernandez Adriana |
Evaluation of response spectra derived from local accelerographic registers (Venezuela case) |
8.2.2 Seismic codes of different countries |
|
---|---|
Author | Title |
Gudmestad Ove, Dahle Anders and Bungum Hilmar | Development of a seismic code for an interplate area; case study: Norway |
Citipitiogu E. and Celebi'M. K. | Should the design response spectra be revised as a result of Northridge earthquake motions ? |
HillHowardJ | Proportioning structures for adequate ductility |
Shipp John G. and Kallros Mikael | A rational ELF dynamic analysis for IBC 2000 |
Park Robert | The revised New Zealand concrete design standard |
Zhang Qian-Guo and Chen De-Gao | Earthquake resistant design code for composite masonry wall system building in Shenyang metropolitan area (1995) |
Men Kai, Jiao Mingjiang and Qiu Maode | The resistance earthquake design of the super high-rise R.C. building structure in China |
Flesch Rainer G. and Sokol Milan | Earlhquake-resistant-design of high-rise-buildings using different structural models and methods |
Taylor Christopher P., Thomsen IV John H. and Wallace J. W. | Experimental verification of displacement-based design procedures for slender RC structural walls |
Hwang Howard, Lin Huijie and Huo Jun-Rong | A study on site coefficients for new site categories specified in the NEHRP provisions |
Albanesi Silvio, Biondi Samuele, Cioppi Filippo and Massi Daniela | The influence of reinforcement buckling in the ultimate response of R. C. elements: a comparison with seismic codes |
Heidebrecht Arthur C. and Naumoski Nove | Building code implications of new Canadian seismic hazard results |
Kuroiwa Julio | Integrated code for multihazard mitigation |
Bonneville David R., Love Richard J. and Diagle Kathleen | Analytical considerations in the design of concrete parking structures |
Erkay Coskun and Karaesmen Erhan | Site effects and considerations for seismic code renewals |
Jankulovski E., Sinadinovski C. and McCue K. | Structural response and design spectra modelling: results from some intra-platc earthquakes in Australia |
8.2.3 Characterization of seismic demands on structures |
|
---|---|
Author | Title |
Alonso Javier, Miranda Eduardo and Santa-Ana P | Inelastic displacement demands for structures built on soft soils |
Bertero RaulD., Bertero Vitelmo V. and Teran-Gilmore Amador | Performance-based earthquake-resistant design based on comprehensive design philosophy and energy concepts |
Vdsquez Jorge | Spectral superposition under two-directional excitation |
Lopez Oscar A. and Torres Ronald | Determination of maximum structural response to two horizontal ground motion components applied along any arbitrary directions, for application to building codes |
Leon Roberto T. | Design of partially restrained frames for seismic loads |
Shimazaki Kazushi | A primary design method oriented to the displacement response for high-rise reinforced concrete frame buildings subjected to earthquakes |
Cruz Ernesto and Cominetti Silvana | Influence of irregularities in height and different design criteria on the inelastic response of building models |
Murty Challa V. R. and Nagar Amit | Effect of brittle masonry infills on displacement and ductility demand of moment resisting frames |
Nishiyama Minehiro and Watanabe Fumio | Seismic design procedure of concrete building structures by substitute damping |
Kappos A. J. and Tsakas A | Influence of capacity design method on the seismic response of R/C columns |
Moroni Maria, Astroza Maximiliano and Mesias Paula | Displacement capacity and required story drift in confined masonry buildings |
King Andrew B. and Deam Bruce L | Earthquake resistance considerations for degrading systems |
Tremblay Robert | Influence of in-plane flexibility of roof diaphragm on the seismic response of single-storey braced frames |
Qi Xiaoxuan and Chen Shuang | Dynamic behavior and seismic design of structural systems having multiple high-rise towers on a common podium |
Cassis Juan H. and Cornejo Esteban | Influence of vertical irregularities in the response of earthquake resistant structures |
Kawashima Kazuhiko and Sato Takashi | Relative displacement response spectrum and its application |
Nakata Shinsuke, Aoyama Hiroyuki, Kubo Tetsuo and Fujitani Hideo | Application of new R/C materials to megastructural building systems in seismic zones |
Hori Norio, Norio Inoue and Shibata Akenori | Inelastic seismic design procedure based on energy response behavior of RC structures |
hie Tatsuo, Mazda Taiji and Sumaya Allan Diaz | A study on estimation methods for responses of nonlinear hysteretic structures |
Moazzami Sara | Optimizing the energy dissipation in coupled wall structural systems |
Lepage Rodriguez Andres | Seismic drift estimates for RC structures |
Houghton K. M. andMcCabe S. L | Proposed displacement method to predict the lateral and torsional response of a class of multistory structures |
Iwan Wilfred D | The drift demand spectrum and its application to structural design and analysis |
Pradhan Amir Man | Composite moment resistant frame design - ductility demand |
Duldcska Endre | Ductility and the P-delta effect |
De Stefano M. and Rutenberg A | Seismic instability and the force reduction factor of yielding structures |
Cosenza Edoardo and Manfredi Gaetano | Seismic design based on low cycle fatigue criteria |
Fukano Kei,
Itagaki Katuyoshi, Kishimoto Itizou, Nakatsuka Tadashi and Suzuki Kazuo |
Research on the ultimate strength design method of prestressed concrete structures based on ductile capacity of structure |
Faella Giuseppe | Evaluation of the R/C structures seismic response by means of nonlinear static push-over analysis |
Bose M. K., Soni R. S., Mahajan S. C. and Kakodkar A | Strain energy concept for developing lumped mass stick model of complex structures |
Leiva Gilberto and Wiegand Wendy | Analysis of a collapsed building using the displacement seismic design approach |
Ozmen Gunay, Pala Sumru, Orakdbgen E. and Gulay Giilten | Investigations on vertical structural irregularities in multi-story structures |
Kitagawa
Yoshikazu, Ohta Tokiharu, Kawamura Soichi, Yokota Haruhiko, Nakae Shintaro and Teramoto Takayuki |
Design earthquake ground motion for dynamic analysis of building |
Ostadan Farhang, Mamoon Saif and Arango Ignacio | Effect of input motion characteristics on seismic ground responses |
8.3 Architectural Design to Resist Earthquakes |
|
---|---|
Author | Title |
Raven Elizabeth and Lopez Oscar A | Regular and irregular plan shape buildings in seismic regions approaching to an integral evaluation |
Guevara L. Teresa and Paparoni Mario | Soft first stories treatment in the municipal ordinances of a hazardous sector of Caracas, Venezuela |
Giuliani Hugo, Rodriguez De Acosta Virgi, Yacante Maria Irene, Campora Ana Maria and Giuliani Hugo Leonardo | Seismic resisting architecture on building scale - a morphological answer |
9.1 Seismic Assessment | |
---|---|
9.1.1 Damage evaluation |
|
Author | Title |
Uchida Yasuhiro | Estimation of cumulative damage of beam-columns and frames subjected to repeated loading |
Yepez Fabricio, Barbat Alex H. and Canas Torres Josep | A method to perform computer simulations of damage in buildings for seismic risk evaluations |
Park Yeon-Soo and Lee Byung-Hai | Quantitative safety assessment of steel members under severe seismic excitations |
Chai Y. H. and Romstad K. M. | Characterization of structural damage under high-intensity seismic loading |
Williams Martin S., Fussel Clive and Smith Robert J | Seismic evaluation of reinforced concrete structures using modal data |
Hirao Kiyoshi, Sasada Shuuji and Nariyuki Yoshifumi | Required yield strength ratio spectrum for evaluation of seismic damage and safety of SDOF structures |
Nakano Yoshiaki | Seismic capacity of R/C buildings damaged due to 1995 January 17 Hyogo-ken Nanbu earthquake |
Liu Bo-Quan, Bai S/iao-Liang and Xu Yun-Zhong | Equivalent ductility damage criterion of reinforced concrete structures |
Nariyuki Yoshifumi, Hirao Kiyoshi and Karasudani Makio | A methodology for seismic damage assessment of simple degrading structures |
Ayala A. G., TayebiA. K. and Ye Xian-Guo | Dynamic response of a reinforced concrete frame compared with observed earthquake damage |
Anagnostopoulos Stavros A | Large scale operations for post-earthquake, emergency assessment of building safety |
Rodriguez Mario and Aristizdbal Juan C | Evaluation of seismic destructiveness |
Moghadam A. S. andTso W. K. | Damage assessment of eccentric multistorey buildings using 3-D pushover analysis |
Greco Carlo, Manfredi Gaetano and Pecce Marisa | Cyclic degradation in reinforced concrete elements |
9.1.2 Seismic evaluation of existing structures |
|
---|---|
Author | Title |
Miranda Eduardo | Assessment of the seismic vulnerability of existing buildings |
Lehman Dawn E.,
Lynn Abraham C, Aschheim Mark A. and Moehle Jack P. |
Evaluation methods for reinforced concrete columns and connections |
Farhey D. N. andAktan A. Emin | Condition assessment for seismic evaluation |
Ghahraman V. G. and Yegian M.K. | Risk analysis for earthquake-induced permanent deformation of earth dams |
Kelly Trevor E. | Earthquake resistance of unreinforced masonry buildings |
Malla Sujan, Wieland Martin and Peter Marcus | Post-cracking behaviour of piers of a weir of a run-of-ri ver power plant subjected to earthquake loading |
Hirosawa Masaya,
Akiyama Tomoaki, Takeda Atsushi and Berso Silvestre M. |
State-of-the-art evaluation of seismic capacity of reinforced concrete buildings based on beam-column joint capacity. Part 1: theoretical background |
Melkumian Michael G | The methodology for the seismic evaluation of existing buildings and comparative analysis of rehabilitation of stone and frame buildings in Armenia |
Akiyama Tomoaki, Hirosawa Masaya and Berso Silvestre M | State-of-the-art seismic evaluation of reinforced concrete buildings based on beam-column joint capacity. Part 2: application to damaged buildings during the January 17, 1995 Great Hanshin earthquake |
Kang Young-Hwan, Lee Young-Shin and Choi Myoung-Hwan | A study on the seismic analysis for HANARO capsules and capsule supporting systems |
Paret Terrence
F., Sasaki Kent K., Eilbeck Daniel H. and Freeman Sigmund A. |
Approximate inelastic procedures to identify failure mechanisms from higher mode effects |
Hong Liu and Schiff Scott D | Seismic damage mitigation and evaluation of steel moment resisting frames |
Monti Giorgio, Nuti Camillo and Santini S | Seismic assessment of hospital systems |
Lopez Ricardo R. and Daza Luis G | Examples of expected seismic behavior of existing buildings |
Abrams Daniel P. and Costley Andrew C | Seismic evaluation on unreinforced masonry buildings |
Baratta Alessandro and Zuccaro Giulio | Fast seismic strength analysis of masonry buildings with unknown data for vulnerability purposes |
Billings Ian J. and Powell Alan J | Thomdon overbridge seismic retrofit |
Lopes Mario S. | Evaluation of the seismic performance of an old masonry building in Lisbon |
Filippou Filip C. and Spacone Enrico | FEDEAS: nonlinear analysis for structural evaluation |
Giilkan P., Sozen M. A., Demir S. and Ersoy U. | An alternative evaluation for determining seismic vulnerability of building structures |
Munkhammar Ake | Seismic quality declaration of buildings |
Fritz-de la Orta Gustavo | Screeting methodology for the seismic assessment of particular buildings in Los Alamos National Laboratory |
9.2 Rehabilitation of Structures | |
---|---|
9.2.1 Retrofitting |
|
Author | Title |
Catarig Alexandru, Kopenetz Ludovic andAlexa Pavel | Rehabilitation of structures via membranes |
Posleman-Oro R. E., Wiederhold M. B., Monguilner C. A., Bustos J. L. and Zaragoza A. C | Analysis of the dynamic performance of buildings before and after their strengthening |
Wyllie LoringA | Strengthening strategies for improved seismic performance |
Perez-Ruiz R. and Escamilla-Aguilar S | Design of a very irregular touristic complex in a region of high seismicity |
9.2.2 Masonry structures |
|
---|---|
Author | Title |
Rai Durgesh C. | Hysteretic behavior of unreinforced masonry piers strengthened with steel elements |
Momin S. S., Nikolic-BrZev S. and Bajoria K. M. | Seismic retrofitting of masonry buildings damaged in the September 1993 earthquake in India |
Kehoe Brian E. | Performance of retrofitted unreinforced masonry buildings |
Schwegler G. and Kelterbom P | Earthquake resistance of masonry structures strengthened with fiber composites |
Alcocer S. M., Ruiz J., Pineda J. A. andZepeda J. A | Retrofitting of confined masonry walls with welded wire mesh |
Arya Anand S | Seismic retrofitting of stone houses in Marathwara area, India |
9.2.3 Steel structures |
|
---|---|
Author | Title |
Bleiman David, Kasai Kazuhiko, Han Xueming, Higgins Christopher, Hodgson Ian and Rides James M. | Repair of damaged steel moment frame connections with bolted brackets |
9.2.4 Reinforced concrete structures |
|
---|---|
Author | Title |
Katsumata Hideo and Kobatake Yoshirou | Seismic retrofit with carbon fibers for reinforced concrete columns |
Miyamoto Kit and Scholl Roger | Case study: seismic rehabilitation of a non-ductile soft story concrete structure using viscous dampers |
Terdn-Gilmore Amador | Rehabilitation of infilled non-ductile frames with post-tensioned steel braces |
Guerrero Jose J., Gomez Bernardo and Gonzalez Oscar Mi. | Jacketing of reinforced concrete members |
Goel Subhash C and Masri Adnan C. | Seismic strengthening of RC slab-column frames with ductile steel bracing |
Ramirez Horacio, Villalta Cesar A. and Roque Guadalupe | Experimental study of a flat slab frame model strengthened with wing walls |
Beardall John R. and Johnson Martin W. | Seismic rehabilitation of a ten-story concrete frame building using visco-elastic damping elements |
Dritsos Stephanos E. | Flexural behaviour of retrofitted RC beams |
Aboutaha Riyad S. and Jirsa James 0 | Steel jackets for seismic strengthening of concrete columns |
Nomura Setsuro, Kinugasa Hideyuki and Kawato Shin | Restoring force characteristics and dynamic behavior of RC frame structure before and after repair of the damaged beam end |
Ozdemir P. and Boduroglu H. | A new and efficient approach for repair and strengthening of short columns |
Sakino Kenji, Sun Yu-Ping and Aklan Amin M | Effects of wall thickness of steel tube on the behavior of square tubed R/C columns |
Bouadi Abdelhakim and Engelhardt Michael D | On design of EBFs for seismic retrofit on reinforced concrete frames |
Ghobarah A., Aziz T. S. and Biddah A | Rehabilitation of reinforced concrete beam-column joints |
Frosch Robert
J., Li Wanzhi, Kreger Michael E. and Jirsa James 0 |
Seismic strengthening of a nonductile RC frame using precast infill panels |
Tabata Ken and Nakachi Tadaharu | Repair of high-strength reinforced concrete beam-column joints |
Phan L. T. and Lew H. S | Strengthening methodology for lightly reinforced concrete frames |
9.2.5 Bridges and other structures |
|
---|---|
Author | Title |
Leger P., Leclerc M. and Mahyari A.T. | Seismic fracture analysis and post-tension rehabilitation of concrete gravity dams |
GriezicA., Cook W. D. andMitchell D | Seismic retrofit of bridge column-footing connections |
Lowes Laura N. and Moehle Jack P | Behavior and rehabilitation of beam-column T-joints in older reinforced concrete bridge structures |
Zayati Foued and Mahin Stephen A | Evaluation of a seismic retrofit concept for double-deck reinforced concrete viaducts |
Arzoumanidis S. G., Nietzschmann P., GajerR. B. and Malik A | Quccnsboro Bridge: seismic condition assessment and retrofit concepts |
Sheckler Timothy D. and Hsiu Frank J. | Evaluation and retrofit of petrochemical facilities |
Thewalt Christopher R. and Stojadinovic Bozidar | Design of a seismic upgrade for outrigger knee joints |
Brown D. Stephen | Bridge strengthening with shock transmission units |
9.2.6 Case studies |
|
---|---|
Author | Title |
Tena-Colunga A. and Vergara Alejandro | Seismic retrofit of a mid-rise steel building using steel bracing or ADAS energy dissipation devices: a comparative study |
Shekerlian Steven P. and Wickstrom Eric C | Seismic rehabilitation of a large manufacturing plant |
Johnson Martin W. and Koza Henry | Case studies of the performance of retrofitted buildings during the 1994 Northridge earthquake |
Ingham Tim J.,
Rodriguez Santiago, Nader Marwan and Taucer Fabio |
Seismic retrofit of the Golden Gate Bridge |
Nader Marwan and Ingham Tim | Seismic retrofit of the towers of the Golden Gate Bridge |
Izquierdo Raul J. and Iz,quierdo Heriberto | Structural project of the reinforcement of two buildings without seismic damage |
Nateghi-A Fariborz | Seismic retrofit of fire stations in city of Tehran |
Maki Norio, Miura Ken and Kobayashi Masami | Natural disaster and restoration housing in Asian countries |
10.1 Behavior of Man-made and Natural Systems | |
---|---|
10.1.1 Damage assessment and modelling |
|
Author | Title |
Forero-Duenas Carlos A | Experiences from the Paez earthquake, Colombia |
Matsumori Taizo and Otani Shunsuke | Damage of R/C residential buildings in the 1995 Hyogoken-Nanbu earthquake |
Matasovic Neven and Kavazanjian Edward | Observations of the performance of solid waste landfills during earthquakes |
Yamada Minont | Cleavage shear explosion of reinforced concrete short columns broken down buildings and the Hanshin-Express Highways at the recent Hanshin-Awaji earthquake in Japan on the 17 Jan. 1995 |
Kamiya Yasuyuki,
Matsui Hajime, Nakajima Yoshikazu, Ogita Hideyuki, Sakai Shouji and Hakamata Eiichi |
Emergency inspection of buildings damaged by the Great Hanshin-Awaji earthquake disaster |
Blais Neil C. Seligson Hope A. and Petrow A. J | Use of rapid damage assessment and geographic information systems for emergency response in the Northridge earthquake |
Kiremidjian Anne S:, King Stephanie A., Law Kincho, Basoz Nesrin, Mizukoshi Kaoru and Miyamura Masamitsu |
Development of a GIS-based earthquake damage and loss estimation methodology |
Iai Susumu, Ichii Koji and Morita T. | Analysis of damage to quay walls during 1995 Great" Hanshin earthquake, Japan |
Watanabe Atsushi | Some damage control criteria for a steel building with added hysteresis damper |
Kikuchi Kenji, Yoshimura Koji and Kajimura Tomoyuki | Damage to concrete masonry garden walls caused by 1994 Northridge earthquake in USA and 1995 Hyogoken-Nanbu earthquake in Japan |
Tomioka Yoshito,
Kawaguchi Jun, Morino Shosuke and Fukao Hidekuni |
Damages to timber houses caused by South-Hyogo earthquake and feasibility of structural design criteria |
Iwai Satoshi,
Kameda Hiroyuki, Suzuki Yoshiyuki and Kakumoto Shigeru |
GIS application to damage data management on buildings and urban facilities in the January 17, 1995 Hyogoken-Nambu earthquake |
Shioi Yukitake and Sakajiri N. | Seismic damage to civil engineering structures by the 1994 far-off Sanriku earthquake |
Doi Tadashi, Kitamoto Hiroyuki and Jian Lu Heng | Damage to wooden houses due to the 1995 Great Hanshin-Awaji earthquake disaster |
Mochizuki Toshio, Amakuni Kunihiro and Takao Makoto | What is the 1995 Great Hanshin-Awaji earthquake disaster? |
Mizuno Hatsukaz.u, Iiba Masanori and Hirade Tsutome | Pile damage during 1995 Hyougoken-Nanbu earthquake in Japan |
Hiraishi Hisahiro and Kaminosono Takashi | Major causes of typical damages of reinforced concrete buildings due to the 1995 Hyogo-kcn Nanbu earthquake |
Durkin Michael E. | Casualty patterns in the 1994 Northridge, California earthquake |
Inoue Ryuji,
Suzuki Sanshiro, Kudo Kazuyoshi, Takahashi Masayoshi and Sakaue Minora |
A detail survey on the damage of buildings during the Hyogoken Nanbu (Kobe) earthquake with references to aftershock data and geology |
Takiguchi Katsuki, Kimura Katsuji and Miyashita Shin-Ichi | Damage to 11-story SRC condominium by Hanshin earthquake in 1995 |
Melentyev A. M. and Eisenberg J | An engineering analysis of the consequences of the Shikotan earthquake of October 4(5), 1994 |
Yao Shintaro,
Murayama Kyohei, Suga Masanori, Nishida Kazuhiko and Kusumi Harushige |
The structural damage near active faults in Hyougoken Nanbu earthquake |
Melchor-Lucero Octavio and Ferregut Carlos | Earthquake damage assessment of reinforced concrete members using an expert system |
Gupta Anju | Development of strategy effectiveness charts to compare earthquake disaster mitigation strategies |
Al-Haddad
Mohammad S. R, Al-Dail M. A. and Al-Amri Abdullah M |
Preliminary reconnaissance report on the 22 November, 1995 Gulf of Aqaba earthquake (Saudi Arabian side) |
Camba Castaneda Jose Luis | Experiences about the behavior of buildings during the earthquake of October 1995 in Puerto Vallarta and Manzanillo, Mexico |
10.1.2 Risk mitigation programs |
|
---|---|
Author | Title |
Shimizu
Yoshihisa, Negishi Shichihiro, Yoshikawa Yohichi, Kano Hiroyuki and Katayama Tsuneo |
Development of city gas network alert system based on monitored earthquake ground motion |
Frohmberg Katherine A | Earthquake information sources on the internet |
Mohammadi Jams hid and Grobbel Patrick | An investigation of post-earthquake fire hazard in urban areas |
Petrovski Jakim T. and Milutinovic Zoran | Earthquake hazard related elements for disaster preparedness planning |
Goltz James D | Emergency response in the Great Hanshin-Awaji earthquake of January 17, 1995: planning, mobilization and interorganizational coordination |
Patrickson Carlos P | Lessons learned from the application of the earthquake hazard reduction initiative to Federal buildings in Canada |
Fernandez Jeannette, Hoefer Geoffrey P. and Tucker Brian E | Identifying and retrofitting high-risk schools in Quito, Ecuador |
Takemoto
Yasushi, Suzuki Tetsuo, Kikuchi Toshio, Okuda Satoshi, Yamada, Mamuro and Kondo Mutsumi |
An earthquake disaster action program of a private Japanese construction company—the concept of the program and damage estimation system |
Gupta Satyendra P | Policy development for rehabilitation and reconstruction work after September 30, 1993 earthquake |
Hopkins D. C. and Clark W. D. C. | Earthquake risk reduction for a major New Zealand corporation |
10.1.3 Human behavior |
|
---|---|
Author | Title |
Kosaka Shunkichi | Inhabitants' responses to an earthquake in Japan |
Watanabe C. and Hayashi H | Study on change in consumer's needs and interruption of lifelines after earthquakes in Kushiro, Japan |
Shiono Keishi,
Kosaka Shunkichi, Nakabayashi Itsuki and Takano Kimio |
Mapping of expected inconvenience in residents' daily living in earthquake - induced suspension of utility lifelines |
10.2 Socioeconomic Issues | |
---|---|
10.2.1 Earthquake preparedness |
|
Author | Title |
Hays Walter W. | Postearthquake investigations: a laboratory for learning |
Hokugo Hisashi | An investigation of the recent earthquake disasters from a view point of urban engineering (2) |
10.2.2 Socioeconomic aspects of earthquake risk mitigation |
|
---|---|
Author | Title |
Dowrick David J. and Rhoades David A | Design, microzoning, insurance and planning lessons from damage evaluation in past New Zealand earthquakes |
Tubbesing Susan
K., Poland Chris D., Greene Marjorie R., Alesch Daniel, Durkin Michael E., Kornfield Laurence and Mori James |
The social, economic, and political analysis of engineering design decisions |
Pribadi Krishna S. and Soemardi Biemo W. | Construction management aspect in a massive reconstruction program of earthquake devastated area: case study of Flores Island, Indonesia |
Wong Felix S. and Dong Weimin | Catastrophe risk management |
Olson Robert A.,
Eidinger John M., Goettel Kenneth A., Horner Gerald H., Mizukoshi Kaoru and Miyamura Masamitsu |
Methodologies for estimating the socioeconomic impacts of large earthquakes: a multidisciplinary research approach |
10.2.3 Consequences of earthquakes |
|
---|---|
Author | Title |
Chen Hanyao, Dong Weimin andZaghw Abdel | A simplified estimation of fire loss following earthquakes |
Dange Atmaram P. and Pajgade Prakash S | Behaviour of man-made and natural systems during 30th Sept 1993 earthquake at Killari, Maharastra, India |
Yamazaki Fumio, Nishimura Akiyoshi and Ueno Yasuhiro | Estimation of human casualties due to urban earthquakes |
Miyano Michio,
Murakami Hitomi, Nishimura Akiyoshi and Murakami Masahide |
Human casualty due to the 1995 Great Hanshin-Awaji earthquake disaster in Japan |
Ki tamo to Hiroyuki, Miyano Michio and Doi Tadashi | Damage caused from evacuation lives after the 1995 Hanshin-Awaji earthquake disaster in Japan |
Takimoto Kouich, Kiyono Junji and Yagi Hiroaki | Simulation of conduct of evacuees considering the reaction of evacuees' conduct to guide's instruction in an emergercy |
Proietti Giuseppe, Guccione Margherita and Recchia Antonia P | After the earthquake: the post-seismic intervention on cultural property in Campania and Basilicata between balance and prospects |
Hitomi Murakami | Chances of occupant survival and SAR operation in the buildings collapsed by the 1995 Great Hanshin earthquakes, Japan |
Emilio Rosenblueth Seminar | |
---|---|
Author | Title |
Sdnchez-Sesma F. J., Benites R. andBielak J. | The assessment of strong ground motion - what lies ahead? |
Shinozuka Masanobu | Stochastic process modeling and simulation of strong-ground-motion accelerations |
Chopra Anil K. | Emilio Rosenblueth's selected results in structural dynamics |
Erdik M. | Seismic risk analysis for urban systems |
Cornell C. Allin | Reliability-based earthquake-resistant design: the future |
Vanmarcke E. H. | Random processes and random fields in earthquake engineering |
Julio F. Borges Seminar |
|
---|---|
Author | Title |
Priestley M. J. N. | Simplified limit states seismic design philosophy for concrete structures |
E. Oliviera Arantes E. R | Julio Ferry Borges, the scientist and the man |
Tassios T.P | Julio the code maker |
Asociacion Iberoamericana de Ingenieria Sismica Seminar |
|
---|---|
Author | Title |
Bldzquez Martinez R | Seismic hazard in the Ibero-American countries. Code harmonization |
After-earthquake Reconstruction |
|
---|---|
Author | Title |
Agbabian Mihran S. and Melkumian Michael G | After earthquake reconstruction in Armenia |
AryaAnandS | Post earthquake reconstruction in Maharashtra, India |
Seismic Performance and Retrofit of Major Steel Bridges |
|
---|---|
Author | Title |
Astaneh-AslA | Seismic evaluation and retrofit of long span bridges |
Charles Seim | Seismic retrofit of the Golden Gate Bridge |
Vitek Jiri, Verma R. and Banan M. R | Seismic retrofit of the San Mateo-Hayward Bridge |
Billings Ian andKennedyD. W. | Auckland harbour bridge seismic assessment |
Nakajima Hiroyuki | Seismic performance and repair of major steel bridges on the Hanshin Expressway, Japan |
Robert James S | Seismic retrofit of major steel bridges in California—technical, social, and economic considerations |
Idriss l.M. | Seismic geotechnical considerations at sites of long span bridges |
Site Effects |
|
---|---|
Author | Title |
BielakJ. W,,
Iwan D., Kawase H., Kudo K. and Sdnchez-Sesma F. J. |
The effects of surface geology on strong ground motion |
Singh S.K. | Site effects in the valley of Mexico |
Borcherdt Roger B | Effects of site conditions on strong ground shaking in the San Francisco Bay region during the 1989 Loma Prieta earthquake |
Sasatani T. | Site effects in Kushiro during the 1993 Kushiro-oki and the 1994 Hokkaido Toho-oki earthquakes |
Somerville Paul and Graves Robert | Site effects in the Los Angeles area during the 1994 Northridge earthquake |
Kawase H. | Site effects observed during the Hyogo-ken Nanbu earthquake of 1995 and strong motion simulation including the basin-edge effect |
Loh Chin-Hsiung, Hwang Jen-Yaw and Shin Tzay-Chyn | Seismic response analysis of Taipei basin |
Horike M. | Geophysical exploration using microtremor measurements |
Iwata Tomotaka | Exploration of underground structure at large disaster area of Kobe City |
Field Edward H. | Strong basin-edge induced waves observed in the Coachella Valley: an opportunity to test various simulation techniques? |
Shinozaki Yuzo | Boundary element modeling of site effects |
Day Steven M.,Magistrate Harold and McLaughlin Keith L | Ground motion simulation in 3D using an adaptive grid |
Furumura T. | Pseudospectral method for wave propagation simulation |
Fdh D | Hybrid methods for simulating site effects |
Hisada Y. and Yamamoto S. | One-, two-, and three-dimensional site effects in sediment-filled basins |
ArchuletaR. J., SteidlJ. H. and Tumarkin A. G. | Garner Valley downhole array: a case study of site effects |
Abrahamson N. A | Empirical models of site response effects |
Faccioli E. V | Site effects in the Eurocodc 8 |
European Research Activity in Support of Code Development |
|
---|---|
Author | Title |
Carydis P. G.,
Mouzakis H. P., Vougioukas E. A., Crewe A. J., Taylor C A., Franchioni G. and Bairrao R |
Comparative assessment of shaking tables |
Negro P. and Taylor C. A | Effect of infills on the global seismic behaviour of R/C frames: results of pseudodynamic and shaking table tests |
Pinto A. V.,
Verzeletti G, Magonette G„ Pegon P., Negro P. and Guedes J. |
Pseudo-dynamic testing of large-scale R/C bridges in ELSA |
Bousias S., Franchioni G and Casirati M. | Seismic tests with three simultaneous shaking tables on a 1:8 scaled bridge model in support of design Eurocode 8 |
Taylor C. A. and Crewe A. J. | Shaking table tests of simple direct foundations |
Carvalho E. C, Coelho Etna and Fardis M. N. | Assessment of EC8 provisions for reinforced concrete frames |
S., Broderick B. M. and Salvitti L. M | Assessment of EC8 behaviour factors for RC, steel and composite frames Elnashai A. |
Fardis M. N., Calvi G. M. and Panagiotakos T. B | Studies for the development of code provision for infilled RC frames |
Calvi G. M. and Pinto P. E. | Assessment of EC8 provisions for reinforced concrete bridges |
Faccioli E., Paolucci R. and Pecker A | Code-oriented studies on the behaviour of shallow foundations under seismic loading |
Gazetas G. and Nikolaou A | Kinematic bending moments in piles: developments for new-code revisions |
Pinto A, V. and Calvi G.M. | Ongoing and future research in support of Eurocode 8 |
Development of Earthquake Hazard Scenarios |
|
---|---|
Author | Title |
Montoya-Dulche C. | A comprehensive computer system for seismic risk analysis and assessment using object oriented philosophy |
Kappos A. J. , Stylianidis K. C. and Michailidis C.N. | A methodology for developing loss scenarios, with an application to the city of Thessaloniki |
Smolka A | The use of earthquake scenarios in the insurance industry - opportunities for the application of GIS |
Shah Haresh and Dong Weimin | Scenario earthquakes in financial risk management |
Rynn John, Stuart Harold and Pedersen Ian | Earthquake damage scenarios from 1989 Newcastle earthquake - some practical applications towards future mitigation measures for Australia |
Kaneko Fumio, Segawa Shukyo and Komaru Yasushi | A simple estimation of strong ground motion distribution for disaster evaluation |
Kazuoh Seo | Application of microtremors to earthquake damage scenarios - lessons learned from recent damaging earthquakes |
Wong Felix S. and Tang Alex | Assessment of telecommunications damage using scenario earthquakes |
Fernandez J-, Hoefer C, Tucker B., Ventura C. and Villacis C. | Using seismic scenarios for urban risk management in developing countries |
Guevara L.T. | Medical district earthquake planning scenario in Caracas, Venezuela |
Toppozada T. R | Scenario for a M8+ earthquake in Northwestern California |
Kuroiwa Julio | A regional earthquake scenario in southern Peru |
Seismic Evaluation of Concrete Dams |
|
---|---|
Author | Title |
Fan B. H. and Sanchez Sanchez H. A | Introduction |
Taylor C. A | Non-linear analysis of the seismic behaviour of moderate height concrete gravity dams |
Fenves Gregory L. and Chavez Juan W. | Evaluation of earthquake induced sliding in gravity dams |
Lin Gao | Aseismic design of arch dams |
Weiland Martin | Seismic performance and assessment criteria for concrete dams |
Popovici A. and Sarghiuta R | Comments concerning present regulations on arch dams seismic analysis |
Foundation Design and Soil-Structure Interaction |
|
---|---|
Author | Title |
Wolf John P. and Song Chongmin | Consistent infinitesimal finite-element cell method to model unbounded soil - a boundary finite-element procedure |
Finn W. D. L, Thavaraj T.andWuG | Seismic analysis of pile foundations: state-of-art |
Carrubba P. and Maugeri At. | Non linear effects during dynamic loading on piles |
SieffertJ. G | What is missing for using in practice available results on foundation impedances |
Pecker A | Seismic bearing capacity of shallow foundations |
Paolucci R. and Faccioli E. | Seismic behaviour of shallow foundations by simple elasto-plastic models |
Sarma S. K. and Chen Y. C. | Bearing capacity of strip footings near sloping ground during earthquakes |
lai Susumi, Ichii Koji and Morita Toshikazu | Lessons learned from the performance of caisson type quay walls at 1995 Great Hanshin earthquake |
Kokusho T., Sato K. andMatsumoto M. | Nonlinear dynamic soil properties back-calculated from strong seismic motions during Hyogoken-Nanbu earthquake |
Tazoh Takashi and Gazetas George | Pile foundations subjected to large ground deformations: lessons from Kobe and research needs |
Chao Heng-Yih andBorja Ronaldo | Local soil condition and nonlinear FE model |
Prakash Shamsher and Puri V. K. | Analysis and design of foundation under earthquakes |
PapalouA. andBielakl | Seismic interaction effects in earth and rockfill dams |
Poulos H. G. and TabeshA | Seismic response of pile foundations - some important factors |
Structural Safety and Protection of Historic Buildings in Seismic Areas |
|
---|---|
Author | Title |
Giuffre Antonino and Carocci Caterina | Vulnerabilty and mitigation in historical centres in seismic areas |
Meli Roberto and Sanchez-Ramirez Roberto | Considerations on the seismic safety of historical monuments |
Gavarini C. and Bruno S. | Towards a complex approach to preservation and seismic protection of monuments |
Penelis G. Gr. | Techniques materials for structural restoration |
Youssef Nabih | Application of hybrid damping system with base isolation for the seismic retrofit of Los Angeles Hall |
European Macroseismic Scale (EMS-92) Innovations and Applications | |
---|---|
Author | Title |
Grunthal G. and Gutierrez C. A | European macroseismic scale (EMS-92); innovations especially with respect to engineered buildings and experiences in its worldwide applications |
Rehabilitation of Buildings |
|
---|---|
Author | Title |
Jirsa J.0 | Introductory remarks for special theme session - rehabilitation of buildings |
Iglesias J. and Aguilar J. A | Rehabilitation of buildings after the 1985 Mexico City earthquake |
Rioboo J. Ma | Cable bracing |
Garcia- -Jerque F. | Experiences in Mexico. Reinforcing and bracing buildings after the 1985 earthquake. A designer's point of view |
de la Torre 0 | Frame jacketing |
Martinez-Romero E. | Energy dissipation devices and foundation strengthening |
Sauter Franz F | Design philosophy for seismic upgrading of buildings - a Latin American perspective |
Ersoy Ugur | Seismic rehabilitation - applications, research and current needs |
Rojahn Christopher, Shapiro Daniel, Reaveley Lawrence D., Holmes William T., Smith James R. and Morelli Ugo | U. S. Guidelines for the seismic rehabilitation of existing buildings |
Kaminosono T. | Japanese experience on building rehabilitation: the case of Kobe City |
Building Pounding Problem |
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Author | Title |
Bertero Vitelmo V. | Implications of observed pounding of buildings on seismic code regulations |
Kasai K., JagiasiA. R. andMaison B. F | Survey and analysis of building pounding during 1989 Loma Prieta earthquake |
Jeng V. and Tzeng W.L | Building seismic separation at Taipei City |
Filiatrault A., Wagner P. and Cherry S | An experimental study on the seismic pounding of buildings |
Valles-Mattox R. E. and Reinhorn A. M. | An energy approach to pounding of structures |
Jagiasi Anil R. and Kasai Kazuhiko | Estimate and control of relative displacement between adjacent structures |
Anagnostopoulos S. | Building pounding re-examined: how serious a problem is it? |
Seismic Design of Bridges |
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Author | Title |
Roberts James E. | US perspectives on seismic design of bridges |
Iwasaki Toshio | Perspectives of seismic design criteria for highway bridges in Japan |
Park R | New Zealand perspectives on seismic design of bridges |
Pinto Paolo Emilio | European perspectives on seismic design of bridges |
Buckle I.G | Overview of seismic design methods for bridges in different countries and future directions |
Control of Seismic Response of Structures |
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Author | Title |
Hanson Robert D | Developments in structural control in the USA (passive) |
Iemura H. | Development in passive structural control in Japan |
Soong T.T. | Active control research in the U.S. |
Kobori Takuji | Active and hybrid structural control research in Japan |
Casciati F. | Active control of structures in European seismic areas |
Seismic Design Criteria |
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Author | Title |
Krawinkler H. | Introduction to the special theme session on seismic design criteria |
Bertero Vitelmo V. | The need for multi-level seismic design criteria |
Hamburger R. 0 | Implementing performance based seismic design in structural engineering practice |
Cornell C. Allin | Calculating building seismic performance reliability: a basis for multi-level design norms |
Pinto Paolo Emilio | Assessment and redesign of existing structures current - developments in Europe |
Otani S. | Recent developments in seismic design criteria in Japan |
Moehle Jack P | Displacement-based seismic design criteria |
Riddell R | Use and knowledge of design spectra |
Fajfar Peter | Design spectra for the new generation of codes |
Miranda E. | Site-dependent seismic demands for nonlinear SDOF systems |
Seneviratna G. D. P. K. and Krawinkler H. | Modifications of seismic demands for MDOF systems |
Park R | Explicit incorporation of element and structure overstrength in the design process |
Ordaz Mario, Perez-Rocha Luis Eduardo and Reinoso Eduardo | Seismic design criteria: considerations for very soft soils |
Early Warning and Rapid Response |
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Author | Title |
Espinosa-Aranda
J. M., Jimenez A., Ibarrola G, Alcantara F., AguilarA., Inostroza M. and Maldonado S. |
Results of the Mexico City early warning system |
Lee W. H. K., Shing T. C. and Teng T.L | Design and implementation of earthquake early warning systems in Taiwan |
Nakamura Yutaka | Real-time information systems for hazards mitigation |
Gibson Gary, Peck Wayne and McPherson Greg | An earthquake rapid response system operating in South-East Australia |
Heaton Tomds. Clayton Robert, Davis James, Hauksson Egill, Jones Lucille, Kanamori Hiroo, Mori James, Porcella Ron and Shakal Tony | The TriNet project |
Shin T. C, Tsai Y. B. and Wu Y. At. | Rapid response of large earthquakes in Taiwan using a realtime telemetered network of digital acceloragraphs |
Man S. T. and Loh C. H. | Quick post-earthquake safety evaluation of buildings equipped with a new PC-based seismic recording system |
Seismic Design of Steel Frames |
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Author | Title |
Engelhardt Michael D | Damage to steel moment frames observed in the 1994 Northridge earthquake |
Malley James 0 | Post-Northridge research efforts to improve steel frame building performance |
Tsai K.C. | Design of steel beam-column moment connections |
Martinez-Romero Enrique | Ductile large-span framing system for tall and slender steel buildings, in seismic regions |
Nakashima M. | Damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake |
Akiyama H. | Damage of steel buildings and seismic input in the Hyogoken-Nanbu earthquake |
Geotechnical Lessons Learned from Northridge and Kobe Earthquakes |
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Author | Title |
Seco e Pinto P. S. | Considerations on the geotechnical behavior of structures during earthquakes |
Celebi Mehmet K. | Unique ground motions recorded during the Northridge (California) earthquake of January 17, 1994 and implications |
Prakash S. and Wu Y. | Displacement of rigid retaining walls during earthquakes |
Doroudian Macan, Vucetic Mladen and Martin Geoffrey R | Development of 3-dimensional geotechnical data base for Los Angeles seismic microzonation |
Iwasaki Y | Strong ground motion during the Kobe earthquake of Jan. 17, 1995 |
Ishihara K. and Yasuda S. | Liquefaction-induced ground failures in the 1995 Hyogoken-Nambu (Kobe) earthquake |
Yoshida N. andNakamura S. | Damage to Daikai subway station during the 1995 Hyogoken-Nunbu earthquake and its investigation |
Yanagisawa N. and Kazama M. | Nonlinear dynamic behavior of the ground inferred from strong motion array records at Kobe Port Island during the 1995 Hyogoken-Nanbu earthquake |
Seismic Hazard Assessment and Design Criteria in Low-seismicity Regions |
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Author | Title |
Stepp J. Carl | Characteristics of seismicity in stable continental regions important for seismic hazard assessment |
Smit P | Strong motion attenuation model for Central Europe |
Power Maurice S. | Characteristics of seismic hazard in stable continental regions and active tectonic regions: relevance for developing seismic design criteria |
Woo G | Northwest European seismic hazard: the search for a regional perspective |
Davidovici Victor E. | New trends of Eurocode 8/general rules |
Sobaih M | Seismic design criteria for Egypt |
Hunt R. J. and Beavers J. E. | Development of the 1997 update of the recommended provisions for the seismic regulations of new buildings |
Author | Title |
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Hernandez A. and Valle O.L | Vibration measurement in offshore structures |
Shunsuke Sugano | State-of-the-art in techniques for rehabilitation of buildings |