PROCEEDINGS OF THE TENTH WORLD CONFERENCE ON EARTHQUAKE ENGINEERING
MADRID, SPAIN, 1992
Volume I, Volume II, Volume III, Volume
IV, Volume V, Volume VI, Volume
VII, Volume VIII, Volume IX, Volume X
and
Volume XI
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PREFACE |
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1. Damage in recent earthquakes |
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1.1 General damage assessment |
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Author | Title | Page No |
A.H. Hadjian |
5 | |
M. N. Farsi & M. Belazougui |
The Mont Chenoua (Algeria) earthquake of October 29th, 1989: Damage assessment and distribution |
11 |
A. Malaver |
The Boca del Tocuyo earthquake of April 30,1989 in Venezuela |
15 |
V. A. Lekidis, N. F.Theodulidis, V. N. Margaris & D.L..Papastamatiou |
Observations and lessons learned from recent earthquakes in Greece |
21 |
T. Mochizuki, N. Abeki, T. Enomoto, H.Ishida, K.Takida, Y.Saito, Y.Nakajima, T.Kobayashi, R.G.Valenzuela, N.H. Angeles, B.D.Verdejo, A.G.Lanuza & N.R.Soqueño |
27 | |
M.Hayashi, T.Nishikawa, K.Saimi, Y.Miyauchi & K.Kasai |
Microtremor measurements in the disastrous areas by the 1990 Philippine earthquake |
33 |
A.S.Taubaev, E.T.Kenjebaev, E.Hampe, H.-G Schmidt & J.Schwarz |
39 |
1.2 Structural damage |
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Author | Title | Page No |
J.-E.Ger & F.Y.Cheng |
Collapse assessment of a tall steel building damaged by 1985 Mexico earthquake |
51 |
S.K.Thakkar& D.K.Paul |
Behaviour of old historical buildings during August 21,1988, Bihar-Nepal earthquake |
57 |
L. A. Wyllie Jr |
Analysis of the collapsed Armenian precast concrete frame buildings |
63 |
V.Thiruvengadam & J.C.Wason |
67 | |
S.S.Rihal |
73 | |
A.Tena Colunga & D. P.Abrams |
Response of an unreinforced masonry building during the Loma Prieta earthquake |
79 |
M.T.Phipps, J.O.Jirsa, M.Picado & R.Karp |
Performance of high technology industries in the Loma Prieta earthquake |
85 |
M.Molavi & S.Eshghi |
91 | |
F.Jafarzadeh |
Civil engineering features of damage on June 20, 1990 Manjil-Rudbar earthquake, Iran |
99 |
K.Kusukawa, T.Nishikawa, M.Umeda, N.Nagata, M.Taga & M.Nakanishi |
103 | |
A.I.Uzcategui & E. D.Thomson |
109 | |
K.Bargi |
Special structures, damage report of the Manjil earthquake on June 21,1990 |
115 |
1.3 Damage induced by liquefaction |
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Author | Title | Page No |
T.Mase & K.Wakamatsu |
A case history of liquefaction from the Chibaken Toho-Oki earthquake of December 17,1987 |
123 |
S.M.Haeri & M.R.Zolfaghary |
129 | |
H. Kojima, K. Tokimatsu & A.Abe |
135 | |
J.E.Alva-HurtadoJ.F.Meneses,L.Chang,J.L.Lara & T.Nishimura |
141 | |
T.Adachi, S.Iwai, M.Yasui & Y.Sato |
147 | |
T.L.Youd, K.M.Rollins, A.F.Salazar & R.M.Wallace |
Bridge damage caused by liquefaction during the 22 April 1991 Costa Rica earthquake |
153 |
2. Earthquake observation and data processing |
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2.1 Instrumental developments and record processing |
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Author | Title | Page No |
R.A.Merrill &A.Reyes |
A performance review of digital solid state accelerographs vs analog film recording accelerographs |
163 |
J. G. Diehl & W.D.Iwan |
169 | |
A.M.Kakhnovskiy, L.Sh.Kilimnik, E.B.Egorov & V.A.Nesterov |
Development of stationary and mobile automatic stations for engineering seismometric stations |
177 |
E.I.Novikova |
Instrument correction for a coupled transducer-galvanometer system |
181 |
A.Kumar, S.Basu & B.Chandra |
187 | |
C.E.Ventura & R.Blázquez |
Influence of system initial conditions on elastic and inelastic response spectra |
195 |
S. Aoyama |
201 | |
J. J. Bommer & N. N. Ambraseys |
207 |
2.2 Array observation |
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Author | Title | Page No |
G.R.Darbre & H.Pougatsch |
Design and implementation of strong-motion instrumentation arrays in dams |
213 |
K.Wakamatsu, A.Nobata, O.Kurimoto & Y.Yasui |
219 | |
S. Morichi, Y. lmamura & K.Taga |
225 | |
M.Yasuda, K.Izuno & S.Nakanishi |
Array observation system for aseismic design of Akashi Kaikyo bridge |
231 |
T.Kashima, I.Okawa & Y.Kitagawa |
Dense strong motion accelerometer array at site with different topographic and geographic conditions |
235 |
M. lida |
Strong seismic ground motion array layout for source studies: Three attempts |
241 |
T.Iwata, K.Irikura & J.-C. Gariel |
Estimation of effects of subsurface structure on ground motions using 3-D array data 247 |
247 |
K.Tokimatsu, Y.Miyadera & S.Kuwayama |
Determination of shear wave velocity structures from spectrum analyses of short-period microtremors |
253 |
C.H.Loh & C.S.Yeh |
259 |
3. Seismic risk and hazard |
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3.1 Seismicity and attenuation |
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Author | Title | Page No |
J.A.V. Veloso |
269 | |
A.Dahle, H.Bungum, J.Havskov & B.Aspen |
275 | |
D.Procházková |
279 | |
L.B.Pekevski |
An investigation of the seismicity applying the method of extreme values |
283 |
R.K.McGuire, G.R.Toro, D.Veneziano, C.A.Cornell, Y.X.Hu, Y.Jin, Z.Shi & M. Gao |
287 | |
K.A.Lutz & A.S.Kiremidjian |
A generalized semi-Markov process for spatially and temporally dependent earthquakes |
293 |
V.Vives & J.A.Canas |
Anelastic attenuation and pseudoacceleration relations in eastern Iberia |
299 |
L.S.Timiovska |
Determination of intensity attenuation of earthquakes based on probability approach |
305 |
G.A. Papadopoulos & A.Vrachinopoulos |
On the reliability of the size assigned to historical earthquakes |
311 |
V.Solana & J. L.Cervera |
An invariance problem in probability assignment of recurrence time for next earthquake |
315 |
A.Bernal, F.Vidal, F.deMiguel F.Torcal, I.Serrano & P.Martin Bourgón |
321 |
3.2 Seismic hazard methodology |
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Author | Title | Page No |
G.Yabe |
329 | |
G.Woo |
333 | |
F.S.Wong, A.T.Y Tung & W. Dong |
339 | |
M. Mucciarelli, L.Magri & D.Albarello |
345 | |
Y.Hu & H.-Y.Chen |
Probabilistic treatment of uncertainties from incomplete knowledge in SHA |
351 |
S.Huang & J.Zhu |
A general algorithm for geometry probability P (Y > y | E;, m) in the seismic hazard analysis |
357 |
T.Annaka & H.Ohki |
363 | |
G.R.Saragoni & H.Díaz |
369 | |
K. Matsumura |
On the intensity measure of strong motions related to structural failures |
375 |
T. Iwata, H. Nakane, T.Tazo, K.Shimizu & S. Kataoka |
381 | |
I.A.Garagash |
387 | |
S.T.Algermissen & E.V.Leyendecker |
391 | |
H.Shen & M.Yener |
399 | |
C. Margottini |
On the uncertainties of historical data and their effects in seismic hazard assessment |
405 |
3.3 Seismic hazard of specific regions |
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Author | Title | Page No |
H. Thráinsson |
413 | |
R. Sigbjörnsson & G.L.Baldvinsson |
Seismic hazard and recordings of strong ground motion in Iceland |
419 |
B.C. Papazachos, V. N. Margaris, N. P. Theodulidis & Ch. A. Papaioannou |
Seismic hazard assessment in Greece based on strong motion duration |
425 |
J. W. Pappin & T. S. Paul |
The use of intensity recurrence to investigate regional variation of seismic hazard in the UK |
431 |
G. Costa, G. F. Panza, P. Suhadolc & F.Vaccari |
435 | |
M. García-Fernández & J. A. Canas |
Regional Lg- wave attenuation and estimation of peak ground acceleration in the Iberian Peninsula |
439 |
K. Ishii, T. Sugiyama, K. Maeda & T. Okumura |
445 | |
M.Al-Haddad, G.H.Siddiqi, R. Al-Zaid, A. Arafah, A. Necioglu & N.Turkelli |
449 | |
P.Godefroy, E.Leroi, P. Mouroux, Ch.Paulin,J.Ph.Rançon & B.Sauret |
Assessment of seismic hazard in the islands of Guadeloupe and Martinique (Antilles) |
455 |
J. Monge |
461 | |
B. Q. Chang, R. F. Chen & P. Wu |
467 | |
S. Bottard & H. Ferrieux |
471 | |
A. Campos-Costa, C. S. Oliveira & M. L. Sousa |
477 | |
D. Muñoz & A. Udías |
483 | |
A. Tento, L. Franceschina & A. Marcellini |
489 |
3.4 Vulnerability and risk |
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Author | Title | Page No |
S.W.Cochrane & W.H.Schaad |
497 | |
G. S. Necevska-Cvetanovska & B. S. Simeonov |
Method for evaluation of the seismic resistance of existing reinforced concrete buildings |
503 |
J. Petrovski, D. Ristic & N. Nocevski |
Evaluation of vulnerability and potential seismic risk level of buildings |
509 |
Y. Tatsumi, M. Sugimoto & H. Seya |
515 | |
M. Matsubara, M. Takeda & Y. Kai |
Study on the method of seismic PRA model by utilization of observed earthquake data |
521 |
Y. Mori & A. Asada |
Earthquake damages and characteristics of microtremors at large-scale artificial housing sites |
529 |
M. Ghafory-Ashtiany, M. Hosseini, M. K. Jafari,J.Shadi Talab, S. Eshghi & M. Qureshi |
533 | |
P. Gülkan, O. Ergünay & H. Sucuoğlu |
Earthquake vulnerability, loss and risk assessment in Turkey |
539 |
M. Jara, J. J.Guerrero & J. Aguilar |
545 | |
R. J. S. Spence, A. W. Coburn, A. Pomonis & S. Sakai |
551 | |
M. E. Durkin |
557 | |
P. Bazzurro & C. A. Cornell |
563 |
4.2 Strong motion attenuation |
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Author | Title | Page No |
N.N. Ambraseys & J. J. Bommer |
675 | |
S. Xue, J. Tobita, M. Izumi & T. Hanzawa |
679 | |
S. Kinoshita |
685 | |
S. Nagahashi |
691 | |
Z. Huang, S. Wang & M. Lai |
Energy analysis for the non-linear earthquake responses of structures |
697 |
4.3 Synthesis of earthquake ground motion |
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Author | Title | Page No |
D.I.Makaris, G.N.Stavrakakis & J.C.Drakopoulos |
Expected ground motion at a site based on hypothetical fault models in Greece |
703 |
Y.Kitagawa & T.Nishide |
Prediction of strong ground motions due to earthquake faulting in Japan |
709 |
M.Niwa, T.Ohta, T.Ikeura, S.Ohno, T.Nozawa & M.Takemura |
715 | |
J.C. Gariel |
721 | |
K. lrikura |
The construction of large earthquake by a superposition of small events |
727 |
S. Hartzell & M.lida |
731 | |
A Herrero, P. Bernard & P. Mouroux |
737 | |
M. Kawano, H. Dohi, Y.Osada & T. Kobori |
741 | |
M.Tai, Y. Iwasaki & M. Oue |
747 | |
H. Uebayashi, Y.Takeuchi & M. Horike |
751 | |
S. Sawada, C-S.Fu, T. Kitano & S. Yoshikawa |
Multi-event inversion analysis for simpler representation of source mechanism |
757 |
I. Suetomi, S.Nakamura & N.Yoshida |
A numerical study on characteristics of Q values in two-dimensional inhomogeneous soil deposits |
761 |
E. Reinoso, L. E. Pérez-Rocha, M. Ordaz & A. Arciniega |
767 | |
B. Benito, D. Rinaldis, V. Gorelli & A. Paciello |
Influence of the magnitude, distance and natural period of soil in the strong ground motion |
773 |
V. Caillot &P.Y.Bard |
781 | |
J. Kiyono & T. Sato |
787 | |
J. L. Alonso |
793 |
4.5 Topographical effects |
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Author | Title | Page No |
M.Horike & Y.Takeuchi |
Comparison of seismic motions in two- and three-dimensional sedimentary basins |
911 |
R.-L.Chen |
The local effects of curved and parallel soil medium to seismic waves |
917 |
C. Zhao & S. Valliappan |
Effects of canyon topographic conditions on ground motion due to harmonic P and S V wave incidences |
923 |
H. Takemiya & T. Tomono |
Topographical site response for harmonic and pseudo-earthquake motions |
929 |
S. Yuzo |
High frequency response of a sediment-filled valley for seismic waves |
935 |
F.J.Sánchez-Sesma, J.Ramos-Martínez & M. Campillo |
941 | |
E.Kuribayashi, T. Niiro, S.Nishioka, K.Sonoda & T. Jiang |
947 | |
T. Suzuki |
953 | |
X. Li, J. Bielak & O. Ghattas |
959 |
4.7 Wave propagation |
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Author | Title | Page No |
S. Higashi & K.Kudo |
Propagation characteristics of seismic motion in Ashigara Valley, Japan |
1093 |
F.J.Chávez-Garcída & P. Y. Bard |
Is Mexico's long lasting ground motion made of gravity waves? |
1099 |
M. Motosaka, M. Kamata, O. Sugawara & M.Niwa |
1105 | |
H. Yokoyama |
1111 | |
J.Zheng & C.Tamura |
A simple numerical method for the earthquake response analysis of surface ground |
1117 |
A.Theoharis, G.Deodatis & A.Papageorgiou |
1121 | |
S. Yamamoto, Y. Hisada & S. Tani |
Simulations of long period strong ground motions during the 1990 Upland earthquake, California |
1127 |
5.2 In-situ and laboratory testing |
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Author | Title | Page No |
K.Takahashi, S.Ohno, MTakemura, T.Ohta, T.Hatori, Y.Sugawara & S.Omote |
1245 | |
M.Ichikawa, T.Nishide & S.Sakai |
1251 | |
I.A. Diaz-Rodriguez |
Dynamic properties of Mexico City clay for wide strain range |
1257 |
B.Hushmand, R.F.Scott & C.B.Crouse |
1263 | |
J.P. Sully & R.G.Campanella |
1269 | |
K.D.Pitilakis, A.Anastassiadis & D.Raptakis |
Field and laboratory determination of dynamic properties of natural soil deposits |
1275 |
Y.Suzuki, M.Hatanaka, T.Konno, K.lshihara & K.Akino |
1281 | |
S.Chávez-Pérez, C.Calderón-Macias, E.Romero-Jiménez & J.M.Gómez-González |
1287 | |
P.Jouanna, J.PTouret, M.Mabsout & M.S.El Youssoufi |
1293 | |
Y.Koga, J.Koseki & A.Takahashi |
Model tests of embankments on liquefiable ground using dynamic centrifuge |
1299 |
A.Tateishi, T.Takayanagi, K.lshihara, M.Hayashi, S.Iizuka & S.Suzuki |
1305 | |
W. Henke & R. Henke |
1311 | |
S.Tani, Y.Takano & Y.Yokota |
Shaking table tests of embankment models reinforced with geotextiles |
1317 |
T. Sugano & E. Yanagisawa |
Cyclic undrained shear behavior of sand under surface wave stress conditions |
1323 |
H. Matsuda & E. Hoshiyama |
1329 |
|
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6.2 Numerical modelling |
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Author | Title | Page No |
J. Penzien, C.H.Chen, W.Y.Jean & Y.J.Lee |
1619 | |
l.Takahashi, KYoshida & S.Nakai |
A study on impedance functions and input motions of embedded foundations by a hybrid approach |
1625 |
J. W. Meek & J.P.Wolf |
1633 | |
K.Yoshida & I.Takahashi |
An approximate analysis method of embedded foundations considering backfilled soil |
1639 |
J. P. Wolf & C.Song |
Dynamic-stiffness matrix of unbounded soil by finite-element cloning |
1645 |
G. Schmid & N. Chouw |
1651 | |
Z. A. Lubkowski & J.W.Pappin |
Criteria for the validation of Oasys DYNA3D for the analysis of dynamic soil-structure interaction |
1657 |
6.3 Embedded and earth retaining structures |
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Author | Title | Page No |
A. L. Simonelli & C.Viggiani |
Some remarks on retaining wall design under seismic conditions |
1665 |
A.-W.M.Elgamal & S. Alampalli |
Earthquake response of retaining walls: Full scale testing and computational analysis |
1671 |
M.Futaki & O.Sakaguchi |
Behavior of the cantilever retaining wall under seismic loadings |
1677 |
A.S.Al-Homoud & R. V. Whitman |
Evaluating tilt of gravity retaining walls during earthquakes |
1683 |
W.D.L.Finn, G.Wu & N.Yoshida |
1689 | |
T.Inukai, T.Imazawa, K.Kusakabe & M.Yamamoto |
1695 | |
H.Kita, T.Iida, M.Nishitani & S.Noda |
Experimental study on countermeasures for liquefaction by steel piles with drain |
1701 |
Y.Ohtsuka, A.Fukuoka, E.Yanagisawa & H.Fukudome |
1707 | |
T.Fujimori, M.Izumi, T.Tsunoda & K. Akino |
1713 | |
A. Imamura, T. Watanabe, M. Ishizaki & M. Motosaka |
Seismic response characteristics of embedded structures considering cross interaction |
1719 |
O. Kurimoto, T. Seki & Y. Omote |
1725 | |
C.Soydemir & M.Celebi |
1731 | |
M.Hirota, M.Sugimoto & S.Onimaru |
1735 |
6.5 Experimental techniques and verification |
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Author | Title | Page No |
M.Watakabe, H.Matsumoto, K.Ariizumi, Y.Fukahori, Y.Shikama, K.Yamanouchi & H.Kuniyoshi |
Earthquake observation of deeply embedded building structure |
1831 |
K.Toki & J.Kiyono |
Seismic analysis of nonlinear soil-structure interaction systems using a hybrid experiment |
1839 |
M.Yoshikawa, G. Nozar Kishi & M.Arano |
Development of hybrid experiments for nonlinear seismic soil-structure interaction |
1845 |
K.Mori,N.Hayashi, T.Kishimoto, Y. Kiyota, S.Nakayama & A. Enami |
1853 | |
S.Uchiyama, Y.Suzuki, T.Konno, S.Iizuka & A.Enami |
1859 | |
A.Ohtsuki, K. Yokoyama, M.Sato & K.Fukutake |
Shaking table test and 2D nonlinear analysis for sand-structure system |
1865 |
K.Muroi, M.Nakamura, S.Uchiyama, K.Kitazawa, Y.Suzuki, M.Yamamoto, T.Shimizu, K.Nagai,K.Akino & M.Watabe |
1873 | |
R.Shohara, Y.Shinozaki, D.Sakamoto & I.Kurosawa |
1879 | |
E.Şafak |
On identification of soil-structure interaction from recorded motions of buildings |
1885 |
W. Sarfeld, S.Savidis & C.Vrettos |
1891 | |
K.Ishimura, A.Ohtsuki, K.Yokoyama & Y.Koyanagi |
Sway-rocking model for simulating nonlinear response of sandy deposit with structure |
1897 |
D. Muriá-Vila, R.González Alcorta & J.M.Espinosa Aranda |
1905 | |
K. Moriyama, T. Minami, T. Taira & H. Hibino |
1911 |
6.6 Foundation analysis and design |
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Author | Title | Page No |
K. Uno, T.Aso, H.Tsutsumi, S.Kitagawa & T.Morikawa |
Dynamic characteristics of steel pipe piled well foundations |
1919 |
E. B. Koreneva |
Seismic analysis of circular foundation plates of variable thickness |
1923 |
S.Katano & T.Ogawa |
In-situ vibration tests and numerical analysis of embedded foundations |
1927 |
H.W.Shenton III & N. P. Jones |
1933 | |
C.Navarro |
1939 | |
M. Horii, S. Hayashi & S. Kokusho |
1945 | |
A. M. Kurzanov & N. N. Skladnev |
1951 | |
T.Niiro, E.Kuribayashi & H.Komatsu |
1955 | |
Y.Fuse, E.Ashihara, T. Kikuchi & Y.Goto |
Vibration test of bridge pier with large-scale group-pile foundation and analysis |
1961 |
A. M. Kaynia & A. R. Khoee |
Impedance functions of strip foundations on fluid-saturated porous media |
1967 |
7. Seismic isolation |
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---|---|---|
7.1 Fundamentals of seismic isolation |
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Author | Title | Page No |
R.I.Skinner, G.H.McVerry. & W..H..Robinson |
Developments in understanding, analysing and designing structures with aseismic isolation |
1977 |
V.Shustov |
1983 | |
E.N.Its & J.S. Lee |
1987 | |
J. N. Inaudi & J.M.Kelly |
1993 | |
H.Suzuki, N.Kaizu, M.Takeuchi & K.Takahaashi |
Theoretical study and development of new base-isolation systems for power equipment |
1999 |
T.Nokamura, T.Tsunoda, A.Teramura & M.Ohhira |
2005 | |
K. M. Lei & A.G.Hernried |
Seismic response of equipment in resilient-friction base isolated structures |
2013 |
L.Sh.Kilimnik & N.V.Bryantseva |
The effect of vibroreplacernent and efficiency of the base-isolation sliding-bearing system |
2019 |
S.E. Ruiz, A.Sosa & R. González-Alcorta |
2021 | |
D. Way & J. Howard |
Rehabilitation of the Mackay School of Mines, Phase III, with base isolation |
2027 |
P.E. Pinto & I.Vanzi |
2033 | |
JM.Eisenberg, A.M.Melentyev, V.I..Smirnov & A. N. Nemykin |
2039 |
7.2 Control systems |
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---|---|---|
Author | Title | Page No |
A.Kirekawa, Y. Ito & K. Asano |
2047 | |
H. Abiru, M. Fujishiro & T. Matsumoto |
Modal seismic response control of high-rise building by active tuned mass damper |
2055 |
H.Kitamura, T.Fujita, T.Teramoto & T.Yamane |
Design and analysis of a tall building with an active mass damper |
2061 |
J.Teng & J.Liu |
2069 | |
T.Fujita,T.Kamada, N.Masaki & Y. Suizu |
Active mass damper using multistage rubber bearing and hydraulic actuator |
2073 |
T.Fujita, S.Takanashi, K. Matsumoto, M. Kinoshita & H. Miyano |
Mass damper with convertible active and passive modes for response control of buildings |
2079 |
F Lòpez Almansa, R. Andrade & J.Rodellar |
Predictive control of structures with reduced number of sensors and actuators |
2085 |
T.Suzuki, M.Kageyama, A.Nohata, K.Yoshida & T.Shimogo |
2091 | |
S.Fujita, T.Fujita, O.Furuya, S.Morikawa, Y.Suizu, T.Teramoto & H.Kitamura |
Development of high damping rubber damper for vibration attenuation of high-rise buildings |
2097 |
Y. lkeda, T.Kobori, K.Yamada & N.Koshika |
2103 | |
T. Arakawa & T. Koh |
2109 | |
F.E.Udwadia |
2113 | |
S.M.Qureshi, H.Tsutsumi, S. Kitagawa, S. Adachi & Y. Fujio |
2119 | |
S.Shimada, S.Noda, T.Fujinami, S.Nakanowatari & S.Jodai |
A study of applicability of vibration control to nonlinear structure for seismic excitation |
2125 |
T.T.Soong, A.M.Reinhorn, Y.P.Wang, R.C.Lin & M.Riley |
2131 | |
H.L.Wong & J.E. Luco |
2137 | |
J.E..Luco & A. Mita |
Active control of the seismic response of tall non-uniform buildings |
2143 |
Z Hou & W.D. Iwan |
Reliability problem of active control algorithms caused by time delay |
2149 |
A.Tani, H.Kawamura & Y.Watari |
Optimal adaptive and predictive control of seismic structures by fuzzy logic |
2155 |
K. Sera, T. Nagao, S. Sudo, Y. Kitakawa & Y. Matsusima |
A study on inter-building coupling behavior with link-members |
2161 |
E. Nishida, K. Suzuki', T.Yasuda & Y. Ohwa |
2167 | |
H. Shimoda, K. Ohmata & F. Okamoto |
Seismic response control of a piping system using a semiactive damper with piezoelectric actuators |
2173 |
A.G. Chassiakos & S.F. Masri |
Modeling unknown structural systems through the use of neural networks |
2179 |
H. Kanoh, N. Abe, T. Arakawa & T. Koh |
2185 | |
C.C.Lin, S.Y.Chu & L.L.Chung |
Direct output feedback control for multiple-degree-of-freedom seismic structures |
2191 |
7.3 Isolation techniques in civil engineering |
||
---|---|---|
Author | Title | Page No |
M.Mezzi & A.Parducci |
2199 | |
A. Ercolano & N.M. Auciello |
Seismic verification of foundation blocks in bridge structures |
2205 |
V. Micov, D. Ristic & J. Petrovski |
Seismic response control of RC bridges with isolation and energy absorption elements |
2209 |
A. Grenier |
2215 | |
Y.Goto, T.Kikuchi & Y.Ina |
2221 | |
R. Medeot & L. Albajar |
2227 | |
W.Tanzo, Y. Yamada, Y.Uno & S. Nakamura |
2233 | |
W. Zhao, K.Qi, W. Zhang & Z.Fu |
2237 | |
K. Kawano, K. Furukawa & K. Venkataramana |
2241 | |
L.Li |
2247 | |
K. Miura, Y. Kiyota, Y. Suzuki, M. Nagano & K. Ishimura |
2251 |
7.4 Isolation methods and devices |
||
---|---|---|
Author | Title | Page No |
K. Hirata, T. Somaki, H. Tomura & K. Shirahama |
Evaluation of ultimate capacity for seismic isolation layer considering randomness of rubber bearing |
2259 |
R. Shepherd & L. J. Billings |
2265 | |
M. Moteki, N.Kawai, K. Ishida, S.Yabana & O. Nojima |
2271 | |
K. Mizukoshi, A. Yasaka, M. Iizuka & K. Takabayashi |
Failure test of laminated rubber bearings with various shapes |
2277 |
I. D. Aiken, J. M. Kelly, P. W. Clark, K. Tamura, M. Kikuchi & T. Itoh |
Experimental studies of the mechanical characteristics of three types of seismic isolation bearings |
2281 |
Y. Morikawa, S. Fujita, S. Nagata & I. Shimoda |
Development of seismic isolation system for light equipment using friction pendulum bearings |
2287 |
H.Yanbe, S.Fujita, N.Masaki & M.Ohta |
2291 | |
H. Sugimoto, K. Naruse & Y. Seko |
Design of 3-D earthquake isolation floor applied to a large room housing computers |
2295 |
F. Braga & G. Zampino |
2301 | |
D. J. Dowrick, W. J. Cousins, W. H. Robinson & J. Babor |
2305 | |
Y. Haga, H. lshibashi, H. Matsuzaki & T. Kato |
2311 | |
S. Kawamata |
Seismic control of multi-storied buildings by means of accelerated liquid mass damper |
2319 |
T.A. Sandovich & I.M. Izenberg |
Effective energy absorbing unit made of natural materials in seismic isolation systems |
2325 |
I. Shimoda, Y. Takenaka, A. Yasaka & M. lkenaga |
2327 | |
S. Kawamura, M. Shinozuka, Q. Feng & S. Fujii |
Hybrid isolation system using friction-controllable sliding bearings Part 1: Outline of the system |
2333 |
T. Niiya, S. Ishimaru, N. Yamaguchi & T. Hayashida |
2337 | |
T. Kobori, Y. Miura, E. Fukuzawa, T. Yamada, T. Arita, Y. Takenaka, N.Miyagawa, N.Tanaka & T.Fukumoto |
2341 | |
K. Toyama, K. Ishii, K.Igarashi, M.Sakamoto, N.Koshika, K.Sasaki & T.Kobori |
Application of the active mass driver (AMD) system to structural active seismic response control |
2347 |
O. Mitrovic-Jovanovic & D. Jurukovski |
Mathematical modelling of non-linear viscous damping of dashpots used in vibration base isolation |
2353 |
K.Maebayashi, K.Shiba, A.Mita & Y.Inada |
2359 |
7.5 Experimental and analytical studies |
||
---|---|---|
Author | Title | Page No |
F.Bettinali, M.Forni, A.Martelli & G.Pucci |
2367 | |
S.Y.Hsu &A.Fafitis |
Seismic analysis of frames with viscoelastic beam-column connections |
2373 |
L.M.Guerreiro & J.J.Azevedo |
Seismic behaviour of base isolated structures with nonlinear behaviour |
2379 |
A.Martelli, M.Indirli, B.Spadoni, F.Bettinali, G.Bonacina & A.Marioni |
2385 | |
M.A.Dashevskiy & Ye.M.Mironov |
Bases of engineering analysis of elastometric seismic insulators |
2391 |
J.Suhara, M.Takeda, T.Tamura, T.Mazda, K.Yoshikawa, Y.Takenaka & E.Tanaka |
2395 | |
R.Mirghaderi & F.Behnamfar |
2401 | |
G.Serino, G.Bonacina & B.Spadoni |
Implications of shaking table tests in the analysis and design of base isolated structures |
2405 |
K.Ishida, H.Shiojiri, G.Yoneda & A.Matsuda |
2411 | |
S. Fujii & Q. Feng |
Hybrid isolation system using friction-controllable sliding bearings Part 2: Shaking table test |
2417 |
S.Ishimaru, T.Niiya, N.Yamaguchi & M.Kawakubo |
2421 | |
F.Olariu & I.Olariu |
2425 | |
B.Zhu & X.Xu |
2429 | |
H.Kosaka, T.Noji, H.Yoshida, E.Tatsumi, H.Yamanaka & A.K.Agrawal |
Damping effects of a vibration control damper using sloshing of water |
2435 |
H.Yokota, Y.Ogawa, M.Saruta, Y.Fujita, Y.Nakamura, N.Satake & K.Okada |
Structural control for seismic load using viscoelastic dampers |
2441 |
7.6 Base isolation of buildings |
||
---|---|---|
Author | Title | Page No |
F L.Zhou, J. M. Kelly, K.N.G Fuller & T.C. Pan |
Optimal design of seismic isolation for multistoried buildings |
2449 |
J.M.Jara, E.Vargas, C.Galindo, R.Gonzalez & C.Gòmez |
Seismic performance of buildings with energy dissipating systems |
2455 |
H.H.Lee & Ch.-S.Tsai |
Analytical model for viscoelastic dampers in seismic mitigation application |
2461 |
N.Makris & M.C.Constantinou |
Experimental study and analytical prediction of response of spring-viscous damper isolation system |
2467 |
F.Vestroni, D.Capecchi, M.Meghella, G.Mazzá & E.Pizzigalli |
2473 | |
T.Tanabe, Y.Ebara, T.Matutani, T.Ono, H.Yokoyama, Y.Yamada, AFujii, H.Tada & M.Takayama |
2479 | |
A.N.Lin, H.W.Shenton III & H.S.Lew |
2485 | |
T. LAnderson, R. E. Bachman & P.R.Grant |
2491 | |
Y. Mitsusaka & M. Miyazaki |
Development and application of back-up systems for base-isolated buildings |
2495 |
Y.Lou, M.Wang &Z.Su |
Research of sliding shock absorbing of multi-storey brick buildings |
2499 |
M.Sarrazin & M.O.Moroni |
2505 | |
T.C.Pan |
2509 | |
K.Hagio, K.Kitazawa & I.Nagashima |
2515 | |
N. Chouw & G. Schmid |
Building isolation using the transmitting behaviour of a soil layer |
2519 |
8. Constitutive modeling under earthquake loading |
||
---|---|---|
8.1 Soils |
||
Author | Title | Page No |
F.Oka, A. Yashima, M. Kato & K.Sekiguchi |
A constitutive model for sand based on the non-linear kinematic hardening rule and its application |
2529 |
M.Pastor, O.C.Zienkiewicz & G.D.Xu |
2535 | |
L.Wang, Z.Zhang & J.Wang |
The dynamic constitutive model of loess under irregular seismic loading |
2543 |
S. Iai, Y.Matsunaga, T.Kameoka & T.Inatomi |
2549 | |
H.Di Benedetto, O.Hameury & G.B.Cazacliu |
Incremental constitutive law for sand: Anisotropic and cyclic effects |
2555 |
ASaitta, J.Canou, L.Dormieux & K.Sab |
2561 | |
X.Y.Wu, K.T.Law & A.P.S.Selvadurai |
A constitutive model for Champlain Sea clay under cyclic load |
2567 |
8.2 Concrete and masonry |
||
---|---|---|
Author | Title | Page No |
W.C.Stone & A.W.Taylor |
2575 | |
P.B.Shing, H.R.Lotfi, A.Barzegarmehrabi & J. Brunner |
Finite element analysis of shear resistance of masonry wall panels with and without confining frames |
2581 |
Pankaj & S. Parkash |
2587 | |
S.Oller, A.H.Barbat, E.Oñate & A.Hanganu |
A damage model for the seismic analysis of building structures |
2593 |
Y.Itakura & A.Yagenji |
Compressive test on high-strength R/C columns and their analysis based on energy concept |
2599 |
S.Hatanaka & Y.Tanigawa |
2603 | |
D.Galeota, M.M.Giammatteo & R.Marino |
2609 | |
H.Fukuyama & Y.Matsuzaki |
2615 | |
A.Y.Elghazouli & P.J. Dowling |
Behaviour of composite members subjected to earthquake loading |
2621 |
J.M.Alsiwat & M.Saatcioglu |
2627 |
|
---|
9.2 Shaking table tests |
||
---|---|---|
Author | Title | Page No |
F.Kumazawa & T.Okada |
Shaking table tests of reinforced concrete small scaled model structures |
2771 |
T.Uwabe & M.Osada |
2775 | |
L.Taskov, M.Petkovski, L.Krstevska & L.H.Ryol |
Shaking table test of 1 /40 scale model of 105-storey Ryugyong Hotel |
2781 |
M. Petkovski, L.Tashkov & C. S. Bom |
Full scale dynamic test of the 105-storey Ryugyong Hotel in Pyongyang |
2789 |
D.Jurukovski, L.Krstevska, R.Alessi, P.P.Diotallevi, M.Merli & F.Zarri |
2795 | |
T.Inatomi, M.Kazama & Y.Murakami |
2801 | |
K.Igarashi, N.Inoue, H.Morishita, N.Nakamura & N.Suzuki |
Simulation analyses on the shaking table test of scaled BWR model |
2807 |
J.S.Carmona, F.Zabala, J. Santalucia & C. Sisterna |
2811 | |
M.Demosthenous & G.C.Manos |
Dynamic response of rigid bodies subjected to horizontal base motions |
2817 |
A. J. Clark |
Dynamic characteristics of large multiple degree of freedom shaking tables |
2823 |
P.G.Carydis, H.P. Mouzakis, J.M.Taflambas &. E.A.Vougioukas |
Response of infilled frames with brickwalls to earthquake motions |
2829 |
9.4 Steel frames |
||
---|---|---|
Author | Title | Page No |
N.Bourahla & ABlakeborough |
2925 | |
Y.Takahashi, N.Nakamura, B.Kato & T.Saeki |
2931 | |
S. P. Schneider &C.W. Roeder |
2937 | |
S.Mase, Y.Yabe, H.Tsukagosi, T.Terada, T.Hirama & F.Ohtake |
2943 | |
C. Matsui & J. Sakai |
2949 | |
O.S.Bursi, K.H.Gerstle & P.B.Shing |
Analysis and tests of a partially restrained braced frame subjected to seismic loadings |
2955 |
I.Kohzu, K.Kaneta, K.Suita & Y.Hyodo |
Inelastic response of steel structure subjected to two horizontal ground motions |
2961 |
9.7 Reinforced concrete beam-column joints and connections |
||
---|---|---|
Author | Title | Page No |
R.Dimitrijević |
Behaviour of semi-rigid prestressed connections of concrete structural elements under cyclic loading |
3127 |
J. J.Castro, T.Yamaguchi & H.Imai |
3131 | |
D. R. Constantinescu, J. van Kann, A.M. Pradhan, H. W.Ashadi & J. G. Bouwkamp |
3139 | |
S.W.Shin, K.S.Lee & S.K.Ghosh |
3145 | |
K.Kitayama, S.Lee, S.Otani & H.Aoyama |
3151 | |
Sh.Morita, Sh.Fujii, H.Murakami & T.Yamada |
Bond decay of beam bars in joint region under load reversals |
3157 |
H.Noguchi & T. Kashiwazaki |
3163 | |
I.Olariu, A. M. Ioani, N. Poienar & M.Cociardi |
3169 | |
A.Osman & A.Ghobarah |
3175 | |
Y.Owada |
3181 | |
G.S.Raffaelle, T.R.Gentry & J. K.Wight |
3185 | |
R.Yanez, T.Yamaguchi & H.Imai |
Bond performance of a lapping joint developed for precast concrete columns |
3191 |
S.Igarashi, S.Nakashima, H.Kadoya & M.Suzuki |
Behavior of exposed-type 'fixed' column base connected to riser foundation concrete |
3197 |
M.Saisho & K.Mitsunari |
Dynamic restoring force characteristics of steel tube filled with super-high strength concrete |
3201 |
K.A.Harries, W.D.Cook, R.G.Redwood& D.Mitchell |
3205 | |
K.Oka & H.Shiohara |
Tests of high-strength concrete interior beam-column-joint subassemblages |
3211 |
Y.Sonobe, M.Hirosawa, M.Fujisawa, T.Iwakura & T.Kanakubo |
Bond performance of light-weight concrete beams with double-layer reinforcement |
3219 |
G.Monti & C.Nuti |
Cyclic tests on normal and lightweight concrete beam-column subassemblages |
3225 |
9.10 Composite structures |
||
---|---|---|
Author | Title | Page No |
M.Wakabayashi |
Research on earthquake resistant capacity of composite structures using high strength steel |
3425 |
J. M. Ricles & S.A. Paboojian |
3431 | |
Y.Fukuda, S.Watanabe, H.Kami, K.Yoshida, T.Togawa, K.Yoshimura & K.Kikuchi |
3437 | |
R.Kanz, B.Schneider & J.G. Bouwkamp |
Results and correlative analysis of a composite two storey eccentric braced frame test |
3441 |
H.Irnai, T.Yamaguchi & T.Kobayashi |
Seismic performance of precast concrete columns with lapping joints under shear forces |
3447 |
J.G.Bouwkamp & E.Fehling |
Comparison of R/C and composite frames for earthquake resistant design |
3455 |
T.Suzuki, K.Takiguchi & H.Hotta |
3461 |
9.11 Masonry and adobe structures |
||
---|---|---|
Author | Title | Page No |
K.Ishibashi, R.Meli, S.M.Alcocer, F.Leon & T.A.Sanchez |
Experimental study on earthquake-resistant design of confined masonry structures |
3469 |
D.P.Abrams |
3475 | |
S.Chiostrini, P.Foraboschi & A.Vignoli |
3481 | |
F.Angotti, A.Vignoli, G.Giuseppetti & P.Panzeri |
3487 | |
H.Scaletti, V.Chariarse, C.Cuadra, G.Cuadros & T.Tsugawa |
3493 | |
G.C.Beolchini |
3499 | |
J.E.Beavers, W.D.Jones &W.C.T.Stoddart |
A hollow clay tile wall seismic performance program overview |
3505 |
R.E.Klingner & G.Leiva H. |
Behavior and design of multi-story masonry walls under in-plane seismic loading |
3511 |
G.Magenes & G.M.Calvi |
3517 | |
C.Modena, P.LaMendola & A.Terrusi |
3523 | |
A.San Bartolomé, D.Quiun & D.Torrealva |
Seismic behaviour of a three-story half scale confined masonry structure |
3527 |
A.Pomonis, R.J.S.Spence, A.W.Coburn & C.Taylor |
Shaking table tests on strong motion damagingness upon unreinforced masonry |
3533 |
H.Kato, T.Goto, H.Mizuno & M.liba |
3539 | |
R. Morales & A. Delgado |
Feasibility of construction of two-storey adobe buildings in Peru |
3545 |
K. Udagawa & H. Mimura |
Seismic behavior of steel frames with composite beams by pseudodynamic testing |
3551 |
G. Manfredi, A. Masi & S. Mazzolani |
Review of existing in experimental testing of masonry structures subjected to horizontal loads |
3557 |
9.12 Dams and nuclear power plants |
||
---|---|---|
Author | Title | Page No |
M.Bojadziev & T.Paskalov |
Analytical and experimental investigation of dynamic behaviour of rock-fill dam model |
3565 |
P. Paultre, J. Proulx, Z. H. Duron, T. M. Phat & O.Im |
3571 | |
A.C.Portugal & E.Sá Caetano |
Experimental evaluation of the dynamic characteristics of Portuguese dams |
3579 |
P.S. Séco e Pinto, J. P. Bilé Serra, R.J.C.Cámara & S. B. Martins de Oliveira |
3585 | |
K.Miyazumi, K.Matsuda, T.Hosokawa, T.Nishiyama,N.Katoh & T.Masao |
3591 | |
M.Nakajima, H.Sato, Y.Karasawa, Y.Sasaki & J.Kawahata |
3597 | |
K.Ohtani, H.Shibata, M.Watabe, S.Kawakami & T.Ohno |
3603 | |
Y.Shimazaki, HAkiyama, M.Kato, S.Kusumoto, K.Fujita, E.Yoshikawa & K.Koyama |
3609 |
10.6 Steel structures |
||
---|---|---|
Author | Title | Page No |
T.Okada & K.Takanashi |
The resonance responses of steel structure with sliding floor loads |
4419 |
D.A.Foutch, C-Y.Yu & Y.K.Wen |
4423 | |
L.Meng, K.Takanashi & K.-i.Ohi |
4429 | |
C.Z.Chrysostomou, P.Gergely & J. F.Abel |
4435 | |
T.Hirotani, H.Taniguchi, M.Yamamoto & M.Izumi |
4439 | |
F.M.MazzoIani, E.Mele & V.Piluso |
The seismic behaviour of steel frames with random material variability |
4445 |
K.Z.Truman & D.J.Petruska |
4453 | |
N.Scibilia & P.Colajanni |
4459 | |
A.Watanabe & H.Nakamura |
Study on the behavior of buildings using steel with low yield point |
4465 |
L.Calado |
Influence of the cross-section of steel beam columns on the seismic design |
4469 |
E.Fehling, W.Pauli & J.G.Bouwkamp |
4475 | |
K.Takanashi, K.-i.Ohi, L.Meng & Y.Chen |
4481 | |
Y.Koitabashit, K.Ukai & Y.Kono |
Study on seismic capacity of super-high tensile steel braced frames |
4485 |
M.Tabuchi, H.KanatanU T.Kamba, M.Yamanari & H.Uemori |
Effect of joint panels on elastic-plastic behavior of moment resisting frames |
4491 |
P.J. Madas & A. S. Elniashai |
4495 | |
M.Nakashima |
Variation and prediction of deformation capacity of steel beam-columns |
4501 |
T.Hasegawa & H.Yamanouchi |
The effect of weak beam-to-column joint panels on seismic performance of steel building structures |
4509 |
10.7 Masonry, composite and wood structures |
||
---|---|---|
Author | Title | Page No |
M.Teshigawara |
4517 | |
M.O.Moroni, M.Astroza & J.Gómez |
4521 | |
D.Abruzzese, M.Como & G.Lanni |
4525 | |
E. Karaesmen, C Erkay, N. Boyaci & A. I. Unay |
4531 | |
L. Boussabah & M. Bruneau |
Review of the seismic performance of unreinforced masonry walls |
4537 |
W.Kim &L.-W.Lu |
4541 | |
A.M. Pradhan & J.G.Bouwkamp |
4547 | |
N.Sakaguchi, H.Tominaga & Y.Murai |
Analytical model of beam-column connections between steel beams and reinforced concrete columns |
4553 |
I. Sakamoto, Y. Ohashi, M.Inayama & H.Isoda |
4559 | |
K. Miyazawa |
4565 | |
G.R.Kingsley, F.Seible & A.G.Kürkchübasche |
Predictive and diagnostic analysis models for masonry buildings |
4569 |
D. Liberatore, F.Braga, E.Mancinelli & S.Mazzolani |
Comparison of different material models in simulating masonry behaviour under horizontal loads |
4575 |
D.Hum&O.A.Pekau |
Controlling seismic damage in precast large panel structures |
4581 |
|
---|
11.2 Earth dams | ||
---|---|---|
Author | Title | Page No |
M.Yasunaka & S.Masukawa | Seismic response analysis of a filldam with three-directional input of earthquake motion | 4713 |
Z.Xu | Analysis of longitudinal vibration of earth dam in triangular canyons | 4719 |
V.G.Breaban, A.I.Chiriac & M.C.Iordache | Numerical model for evaluating the seismic response of earth dams | 4723 |
F.Rodríguez-Roa, G.Noguera & J.L.Osorio | Seismic analysis of Melado dam | 4727 |
H.S.Sayed & A.M.Abdel-Ghaffar | System identification of nonlinear seismic response of earth dams | 4733 |
COlalla, V.Cuellar & J.L.Monte |
Application of the Newmark method to the results obtained from a dynamic
finite element analysis of an earth dam |
4741 |
C.Oteo, M.E.Martin, M.T.Mateos, V.Cuéllar & C.Olalla | Effect of the construction procedure on the dynamic behaviour of the clay in the core of an earth dam | 4747 |
11. Special structures and industrial facilities |
||
---|---|---|
11.4 Nuclear power plants | ||
Author | Title | Page No |
A.C. Pal | Seismic analysis and design of nuclear power plants | 4911 |
J.Mizuno & A.H.-S.Ang | Seismic safety against ultimate failure of nuclear containment structures | 4917 |
T.Watanabe, M.Hasegawa, Y.Hayashi, N.Kataoka & M.Mashimo | Simulation analysis of vertical response of a nuclear reactor building | 4921 |
H. Morishita, M. Hirota, M. Mashimo, M. Hasegawa, Y. Hayashi & N. Kataoka | Vertical response characteristics of a nuclear reactor building during earthquakes | 4927 |
M.Kato, Y.Watanabe & A.Kato | Study on failure mode of seismic isolated reactor building | 4933 |
K.Sekiguchi, Y.Matsuzaki, S.Hashimoto & H.Kimura | Study on construction system using PCa composite members for large scale structures | 4939 |
C.J.Costantino, C.A. Miller, T.Cheng & G.Bagchi | Guidelines for seismic evaluation of nuclear facilities | 4945 |
|
---|
12.3 Bridges | ||
---|---|---|
Author | Title | Page No |
A.S.Arya, S.K.Thakkar & S.M.Bakir | Retrofitting of an earthquake damaged reinforced concrete bridge | 5269 |
K.Yokoi, H.Mizuguchi, H.Shima & R.Aki | Effect of second coming earthquake's waveform on dynamic behavior of repaired reinforced concrete bridge piers | 5275 |
S.Unjoh & K.Kawashima | Seismic inspection and seismic strengthening method of reinforced concrete bridge piers | 5279 |
M.J.N.Priestley,F.Seible & Y.H.Cliai | Seismic retrofit of bridge columns using steel jackets | 5285 |
C.R.Thewalt & B.I.Stojadinović | Behavior and retrofit of bridge outrigger beams | 5291 |
12.5 Special techniques of retrofitting | ||
---|---|---|
Author | Title | Page No |
R.Antonucci & R.Giacchetti | Experimental analysis of a discountinuous wall-to-floor connection | 5355 |
G. Bureau & P.Kokkas | Seismic retrofit of liquid storage tanks | 5361 |
F.M.Lavelle & R.H. Sues | Seismic pounding retrofits for closely spaced buildings | 5367 |
H.Yu | The design inquiry of liquefaction prevention of foundation using macadam wells of pressure-release and water-removal | 5373 |
R.Reitherman | Nonstructural approaches developed after the Loma Prieta earthquake | 5377 |
T.Sano, G.Di Pasquale, G.Manieri & R.Sacchetti | Criteria of seismic strengthening of equipment of a hospital in Italy | 5383 |
N.G.Maldonado & L.A.Olivencia | Techniques used to repair seismic-resistant masonry walls | 5389 |
D.C.Breiholz | Center Core seismic hazard reduction system for URM buildings | 5395 |
D.R.Bonneville & D.W.Cocke | Observed effectiveness of minimal seismic strengthening of unreinforced masonry buildings | 5401 |
13.3 Probabilistic design: Risk assessment | ||
---|---|---|
Author | Title | Page No |
A.H.-S.Ang, I.Yoshida, J. Fires, R.Villaverde, R.Schinzinger & I.Katayama | Seismic probabilistic reliability assessment of electric power transmission systems | 5583 |
T.Sato & K.Toki | Seismic reliability analyses of large scale lifeline networks taking into account the failure probability of the components | 5591 |
H. Kawakami | Earthquake physical damage and serviceability of lifeline networks | 5597 |
H.O.Soliman & T.K.Datta | Analysis of piping systems for non-stationary support excitation | 5603 |
R.E.Torres-Cabrejos & C.E.Huaman-Egoavil | Evaluation of seismic risk on water supply pipelines | 5609 |
14.3 Characterization of seismic action | ||
---|---|---|
Author | Title | Page No |
M N. Fardis & S. N. Economou | Variable safety factors for seismic design of RC | 5771 |
J.Grases, G.Cascante & E.Gajardo | Earthquake hazard mapping for seismic design codes: A new approach | 5777 |
R.Meli | Code-prescribed seismic actions and performance of buildings | 5783 |
J.Schwarz & G.Grünthal |
Harmonization of codes with respect to seismic hazard and seismic action
for structures of different risk potential |
5789 |
M.Chavez | Seismic hazard and structural safety in Mexico City | 5797 |
J.Llorca, C.Huerta,J.J.Lopez-Cela, E.Laso & EAlarcón | Recommendations on seismic actions on port structures | 5803 |
R.Cuvillo, C.Huerta, J. J. Lopez Cela & E.Alarcón | Recommendations on seismic actions on bridges | 5809 |
14.4 Earthquake design spectra | ||
---|---|---|
Author | Title | Page No |
M.D.Trifunac | Should peak accelerations be used to scale design spectrum amplitudes? | 5817 |
A. M.Chandler, G. L. Hutchinson & J. L.Wilson | The use of interplate derived spectra in intraplate seismic regions | 5823 |
A.De Luca & G.Serino | Evaluation of displacement design spectra for base isolated systems | 5829 |
E. Miranda | Nonlinear response spectra for earthquake resistant design | 5835 |
H.Krawinkler & M.Rahnama | Effects of soft soils on design spectra | 5841 |
R.Radicchia, A.D'Ambrisi & M.Mezzi | Non linear responses of simulated accelerograms | 5847 |
R.Y.Tand Y.T.Chao | Construction of a design response spectrum from evolutionary spectra of seismogram | 5853 |
14.5 Recent developments and future orientations | ||
---|---|---|
Author | Title | Page No |
A.A.Nassar, H.Krawinkler & J.D.Osteraas | Seismic design based on strength and ductility demands | 5861 |
W.Jalil | New French seismic code orientations | 5867 |
C.M.Uang | Seismic force reduction and displacement amplification factors | 5875 |
T.Kaminosono, Y.Yamazaki, M.Teshigawara & S.Okamoto | New design guidelines for medium rise reinforced masonry buildings in Japan | 5881 |
A.Surahman & W.Merati | Input energy based seismic design code | 5887 |
R.L.Sharpe | Acceptable earthquake damage or desired performance | 5891 |
B.Palazzo & F.Siano | A new proposal for a structural reduction factor formulation | 5897 |
V.Jeng, K.Kasai & A.Jagiasi | The separation to avoid seismic pounding | 5903 |
16. Urban planning: Microzonation |
||
---|---|---|
16.1 Microzoning techniques | ||
Author | Title | Page No |
M.Miyano, H.J.Lu & T.Mochizuki | Method for estimating areal seismic risk potential | 6129 |
T.S.Wang | Mapping liquefaction potential based on SPT and SWV data | 6133 |
T.Enomoto, T.Kunii & M.Fujimoto | Estimation on the distribution of seismic intensity expected by ground condition for the seismic microzoning | 6139 |
W.W.Hays & B.Rouhban | Toward worldwide seismic zonation in the 21 st century | 6145 |
Z.Zhang & N.Tao | Development of probability bases of strong ground motion duration in the seismic microzonation | 6149 |
H.Hokugo & S.Ichihashi | An investigation of recent earthquake disasters from a viewpoint of urban engineering | 6155 |
A. E.Aktan | Developing a rational seismic safety policy for urban areas with ' fuzzy' seismicity | 6161 |
A. Del Grosso & S. Lagomarsino | Response surface models for local site response | 6167 |
1. Opening ceremonies | ||
---|---|---|
Author | Title | Page No |
A. López Arroyo |
6339 | |
R. Blázquez |
6341 | |
G.Grandori |
6343 | |
G.Housner |
6347 |
2. Closing ceremonies |
||
---|---|---|
Author | Title | Page No |
T.Katayama |
6351 | |
R. Blázquez |
6355 | |
G.Grandori |
6359 | |
Th. Paulay |
6361 | |
R.Meli |
6363 |
3. Reports of events |
|
---|---|
6367 | |
6371 | |
6373 | |
6375 |
4. Report 6fIAEE activities |
||
---|---|---|
Author | Title | Page No |
Central Office of the International Association for Earthquake Engineering |
6381 | |
Statutes of the International Association for Earthquake Engineering |
6399 |
5. Invited lectures |
||
---|---|---|
5.1 Keynote lectures |
||
Author | Title | Page No |
V.V.Bertero |
Major issues and future directions in earthquake-resistant design |
6407 |
J.M.Roesset |
Modelling problems in earthquake resistant design: Uncertainties and needs |
6445 |
5.2 State-of-the-art reports |
||
---|---|---|
Author | Title | Page No |
B. A. Bolt |
The state of the art in synthesis of strong ground motion for earthquake engineering |
6487 |
W.D. Liam Finn |
6493 | |
J.M. Kelly |
6507 | |
A. Der Kiureghian |
Structural reliability methods for seismic safety assessment |
6519 |
M.Watabe, K.Dan, T.Sato & T.Okumura |
6535 | |
0. C Zienkiewicz & M. Pastor |
6551 | |
F.Darve |
6561 | |
T.Katayarna |
6575 | |
A.Giuffrè |
Seismic safety and strengthening of historical buildings and urban fabrics |
6583 |
P. E. Pinto |
Earthquake resistant design; Research developments in basic and in normative research |
6597 |
Special theme session 1: International Decade for Natural Disaster Reduction (IDNDR) |
||
---|---|---|
Author | Title | Page No |
T. Katayama, R.Meli & R. Blázquez |
6867 |
Special theme session 2: Second International Forum for Earthquake Zonation |
||
---|---|---|
Author | Title | Page No |
W.Hays, R Rouhban & M. Herráiz |
Second International Forum on Seismic Zonation, Madrid, Spain, July 23,1992 |
6887 |
E.Noji, W.Hays & M.Herráiz |
First International Forum on Earthquake-Related casualties, Madrid, Spain, July 23,1992 |
6889 |
Special theme session 3: Use of historical data for evaluation of earthquake risk |
||
---|---|---|
Author | Title | Page No |
M. Stucchi, C. Margottini & D. Muñoz |
Use of historical data for the evaluation of earthquake risk |
6893 |
M .Stucchi |
6895 | |
M.Bruneau |
Selected examples of unreinforced masonry building failures from past Canadian earthquakes |
6901 |
S.K.Thakkar |
6903 | |
D. Liberatore |
6905 | |
A. Pomonis |
6907 | |
E. Esposito, S. Porfido &S.M. Petrazzuoli |
Seismic risk factors: Case example from an historical centre of a town in Southern Italy |
6909 |
A.Moroni |
The use of damage records and coeval cadastre sources for improving the intensity assessment |
6911 |
Special theme session 4: Strong motion records: Processing and data banks |
||
---|---|---|
Author | Title | Page No |
A.G .Brady |
6915 | |
A.G. Brady |
6916 | |
B. Mohammadioun |
Characteristics of strong ground motion records obtained in Europe and adjacent countries |
6919 |
M.Sugito |
Recent activities in development of strong motion array record database in Japan |
6923 |
A.Shakal |
6926 | |
X .Goula, D. Rinaldis & J. Menu |
6927 | |
K.Kudo |
Strong-motion recording and data acquisition - A case study at ERI |
6931 |
K Toki & S. Sawada |
6935 | |
B.Bolt |
6939 | |
D. Rinaldis |
6940 | |
D. Rinaldis |
6941 | |
Yeong-Tein Yeh & Hung-Chie Chiu |
6947 | |
A.G .Brady |
6951 |
Special theme session 5: Turkey Flat andAshigara Valley experiments |
||
---|---|---|
Author | Title | Page No |
W.D. Iwan, K Kudo & A. Roca |
6957 | |
A F.Shakal |
6959 | |
J. C. Stepp & C.H. Cramer |
A brief summary of the results of the Turkey Flat weak motion site response blind prediction |
6963 |
K.Kudo & Y.Sawada |
6967 | |
Y.Shinozaki & K. Irikura |
Summary and some comments on results of Ashigara Valley blind prediction test |
6973 |
N.C. Donovan |
Discussion: Site effects experiments (Turkey Flat and Ashigara) |
6977 |
E. Faccioli & R. Paolucci |
Some lessons learned after the Ashigara Valley blind prediction test |
6979 |
K. Irikura |
6981 | |
S.Iai |
6983 | |
P.-Y.Bard |
6985 | |
N.P. Jones |
6989 |
Special theme session 6: Lessons learned and socio-economic issues arising from recent catastrophic earthquakes |
||
---|---|---|
Author | Title | Page No |
G.W.Housner |
Lessons learned from destructive earthquakes Iran 1990; Armenia 1988; California 1989 |
6995 |
A.Astaneh-Asl |
6997 | |
A A Moinfar, A. Naderzadeh & A.Akhoundi |
Lessons learned from the 20 June 1990 Manjil, Iran earthquake |
7001 |
M.S.Agbabian |
7009 | |
F.Krimgold |
7011 | |
J.Penzien & C. Stepp |
7017 | |
E.Rosenblueth |
Recent earthquakes: Philippines, 1990; Costa Rica, 1991; India, 1991; Turkey, 1992 |
7025 |
R.L.Sharpe |
7027 | |
G. Santana |
7033 | |
A.S.Arya |
7039 | |
M. Erdik, O. Yuzugullu, C. Karakoc, C. Yilmaz & N.Akkas |
7045 |
Special theme session 7: Seismic design of a fixed link across the Gibraltar Strait |
||
---|---|---|
Author | Title | Page No |
J. M. P lie go & A Lopez Arroyo |
7055 | |
A Ibenbrahim, L Dafali & D. Bensari |
7057 | |
M.A.Astiz |
Seismic behaviour of a bridge across the Strait of Gibraltar |
7063 |
E .Garcia Gonzalez |
7073 | |
Ch. Seim & S. Rodriguez |
7079 |
Special the,me session 8: Control of seismic response of structures |
||
---|---|---|
Author | Title | Page No |
T.Kobori, K.Kubo, G.W.Housner, Y.Inoue, S.F.Masri, A J. Clark, H.lemura & J.Rodellar |
7090 | |
G. W.Housner, S. F.Masri & T.T.Soong |
7091 | |
Y.Inoue |
State-of-the-art report of active and hybrid control research in Japan |
7095 |
7103 | ||
S. F.Masri |
7109 | |
S. F.Masri |
7111 | |
K.Kubo |
7113 |
Special theme session 9: Eurocode 8 |
||
---|---|---|
Author | Title | Page No |
T.P.Tassios & E.Alarcón |
7116 |
Special theme session 10: Earthquake damage scenarios |
||
---|---|---|
Author | Title | Page No |
B.E.Tucker & B. Benito |
Use of earthquake damage scenarios for cities of the 21 st century |
7119 |
Special theme session 11: International Earthquake Engineering Research and Data Dissemination Centers |
||
---|---|---|
Author | Title | Page No |
A. Roca & M. Vasiljevic |
7132 | |
Red Jacket Quadrangle |
7135 | |
M. Ghafory-Ashtiany |
International Institute of Earthquake Engineering and Seismology: Theran, Islamic Republic of Iran |
7137 |
H. Kobayashi |
7139 | |
College of Engineering |
7141 | |
J.Donea, G.Verzeletti, P.M.Jones & A.V.Pinto |
European Laboratory for Structural Assessment (ELSA) (Reaction-Wall Facility) of the JRC.Ispra |
7143 |
A.E.Shakal |
Data dissemination and research activities of the California Strong Motion Instrumentation Program |
7147 |
K.V.Talaganov |
7149 | |
S. K.Tubbesting |
7151 |
Miscellaneous |
|
---|---|
7153 | |
List of participants | 7159 |
INDEX: Vol11 |