PROCEEDINGS OF THE EIGHTH WORLD CONFERENCE ON
EARTHQUAKE ENGINEERING
SAN FRANCISCO, CALIFORNIA, 1984
Volume I, Volume II, Volume III,
Volume IV, Volume V,
Volume VI,
Volume VII and
Post Conference Volume
| Author Index |
|---|
|
(1) SEISMIC RISK AND HAZARD |
||
|---|---|---|
| A. Regional Seismic Hazard Analysis : 5 | ||
| Author | Title | Page No |
| Hays, W.W. King, K.W. | The Ground-Shaking Hazard along the Wasatch Fault Zone, Utah | 7 |
| Spellman, H.A., Stellar, J.R.& Shlemon, R.J. | Risk Evaluation for Construction Over an Active Fault, Sylmar, California | 15 |
| Migita, K. , Tanaka, A. | Potential Earthquake Hazards and Geologic Features in Kumamoto City | 23 |
| Waldron, H.H. | Comparative Seismic Hazards Study of Western Montana | 31 |
| Woo, G., Wood, R.M. | British Seismicity and Seismic Hazard | 39 |
| Mohajer-Ashjai, A., Bozorgnia, Y. | Ground Acceleration Distribution in Iran A Probabilistic Approach | 45 |
| Ali, S.A. | Seismic Risk Study of Jeddah Region in Saudi Arabia | 53 |
| El Foul, D. | Investigations of Earthquake Hazards in the Ouled Fares Area | 61 |
| Ahmadi, G., Nowroozi, A.A., Mostaghel, N. | Seismic Acceleration Risk Analysis of Iran | 69 |
| Justo, J.L., Jaramillo, A. | A Probabilistic and Integrated Method of Ground Motion Estimate | 77 |
| Makino, M., Matsumura, K. | On the Variance of Seismic Loads Toward the Reliability-Based Design | 85 |
| Casaverde, L.A. | Seismic Risk in Peru | 93 |
| Snider, F.G., Amick, D.C., Temchin, M., Tilford, K.R.. | Predictive Patterns Associated with the 1981 Earthquakes in Central Greece | 101 |
| Bapat, A., Kulkarni, R.C. | Observation of Seismic Gap in Northeast India | 109 |
| Akkas, N., Eren, K. | Finite Element Modeling of the Turkish-Aegean Plate | 117 |
| Goswami, H.C., Sarmah, S.K. | An Estimate of Seismic Risk in the Northeast Indian Region | 125 |
| Khoury, S.G., Tilford, N.R., Cannon, R.P., Snider, F.G. | Recognition of Seismic Risk and Hazards Associated with Siting Critical Facilities in the Eastern Gulf of Corinth, Greece: A Case History | 133 |
| Fahmi, K.J. | Preliminary Estimation of Earthquake Risk in Iraq | 141 |
| Klimkiewicz, G.C., Leblanc, G., Holt, R.J., Thiruvengadam, T.R. | Relative Seismic Hazard Assessment for the North-Central United States | 149 |
| Chaker, A. | A Preliminary Model of the Earthquake Ground-Shaking Hazard in the Ech Cheliff Region | 157 |
| Guha, S.K., Bhattacharya, U. | Studies on Prediction of Seismic Risk in North Eastern India (20-30 degrees North; 90-100 degrees East) | 165 |
| Chen, D. | Some Empirical Formulae for Hazard Analysis in China | 173 |
| Martin Martin, A J., Garcia Yague, A. | Seismic Risk in the Iberian Peninsula | 181 |
| B. Seismic Hazard Analysis Models : 189 | ||
|---|---|---|
| Author | Title | Page No |
| Adeli, H., Mohammadi, J. | Seismic Risk Analysis Based on Weibull Distribution | 191 |
| Tiedemann, H. | A Model for the Assessment of Seismic Risk | 199 |
| Carr,J.R., Glass, C.E. | A Regionalized Variables Model for Seismic Hazard Assessment | 207 |
| Shen, C., Xia, Q., Wang, Y. | Earthquake Induced by Impounding Reservoir and Its Intensity for Design of Dams | 215 |
| Bao, A. | Utilization of Historical Data for Hazard Analysis | 223 |
| Campbell, K.W. | Probabilistic Evaluation of Seismic Hazard for Sites Located Near Active Faults | 231 |
| Zemell, S.H. | Imposed Upper Limit for Probabilistic Seismic Risk | 239 |
| Shah, H.C.; Dong, W.M. | A Reevaluation of the Current Seismic Hazard Assessment Methodologies | 247 |
| Anagnos, T., Kiremidjian, A.S. | Temporal Dependence in Earthquake Occurrence | 255 |
| Kulkarni, R.B., Youngs, R.R., Coppersmith, K.J. | Assessment of Confidence Intervals for Results of Seismic Exposure Evaluation | 263 |
| Hasselman, T.K., Eguchi, R.T. | Comparing the Radiation and Non-Radiation Seismic Risks to People Near a Nuclear Power Plant | 271 |
| Schwartz, D.P., Coppersmith, K.J., Swan, F.H., III | Methods for Estimating Maximum Earthquake Magnitudes | 279 |
| Grandori, G., Guagenti, E., Petrini, V. | On the Use of Renewal Processes in Seismic Hazard Analysis | 287 |
| Kagan, Y.Y., Knopoff, L | A Stochastic Model of Earthquake Occurrence | 295 |
| Oliveira, C.S., Costa, A.C. | Updating Seismic Hazard Maps | 303 |
| C. Seismic Risk Analysis : 311 | ||
|---|---|---|
| Author | Title | Page No |
| Zamarbide, J.L., Castano, J.C., Giuliano, A. | Potential Damageability due to Earthquakes in the Tulun Valley, San Juan, Argentina | 313 |
| Foster, J.A. | CRS' Commercial Earthquake Insurance Classification System | 321 |
| Liu, X., Wang, M., Dong, J., Liu, J. | A Tentative Application of Fuzzy Set Theory to Damage Prediction | 329 |
| Shibata, A. | Study on the Prediction of Earthquake Damage to Building Groups in Urban Areas | 337 |
| Kiremidjian, A.S., Nielsen, R., Ortiz, K. | Reliability of Tall Columns in Industrial Facilities | 345 |
| Rojahn, C, Sharpe, R.L., Scholl, R.E., Kiremidjian, A.S., Nutt, R.V., Wilson, R.R. | Development of Earthquake Damage and Loss Estimates for Facilities in California | 353 |
| Boissonnade, A.C. | Seismic Damage Forecasting of Structures | 361 |
| Nowak, A.S. | Practical Seismic Risk Evaluation | 369 |
| Sues, R.H.; Wen, Y.-K., Ang, A.H.-S. | Stochastic Seismic Performance Evaluation of Structures | 377 |
| Kustu, O., Miller, D.D. | A Rational Methodology for Predicting Earthquake Losses in Urban Areas | 385 |
| Berz, G., Smolka, A. | Seismic Zoning Applied to Risk Assessment and Loss Accumulation Problems in Earthquake Insurance | 393 |
| Yang, Y.,Yang, L, Gao,Y., Yang, Y. | Prediction of Earthquake Damage to Existing Brick Buildings in China | 401 |
| Zhang, Z. | Seismic Hazard Analysis in Microzonation and Building Damage Evaluation | 409 |
| Mihailov, V | Seismic Risk—An Important Parameter for Town Planning in Seismic Regions | 417 |
| Georgescu, E.S. | On Vulnerability of Structures and Inhabitants in Disaster Probability Expressions | 425 |
| Petrovski, J., Stankovic, V., Nocevski, N., Ristic, D. | Development of Empirical and Theoretical Vulnerability and Seismic Risk Models | 433 |
|
(2) REPAIR, STRENGTHENING, AND RETROFIT OF STRUCTURES |
||
|---|---|---|
| A. Reinforced Concrete Construction : 441 | ||
| Author | Title | Page No |
| Gavarini, C, Angeletti, P. | Assessing Seismic Vulnerability in View of Developing Cost/Benefit Ratios for Existing R.C Buildings in Italy | 445 |
| Syrmakezis, C,A., Voyatzis, E.D. | Dynamic Response of Damaged-Repaired-Strengthened Plane or Space Structures | 453 |
| Zhang, L., Na, X. | Experimental Study and Analysis of Earthquake Damage of R/C Frame Buildings with Exterior Brick Bearing Walls and Their Strengthening | 461 |
| Endo, T., Okifuji, A., Sugano, S., Hayashi, T., Shimizu, T., Takahara, K., Saito, H., Yoneyama, Y. | Practices of Seismic Retrofit of Existing Concrete Structures in Japan | 469 |
| Higashi, Y., Endo, T., Shimizu, Y. | Experimental Studies on Retrofitting of Reinforced Concrete Building Frames | 477 |
| Aoyama, H., Kato, D., Katsumata, H., Hosokawa, Y., |
Strength and Behavior of Post cast Shear Walls for
Strengthening of Existing Reinforced Concrete Buildings |
485 |
| Warner, J. | Important Aspects of Cementitious Materials Used in Repair and Retrofit | 493 |
| Yuzugullu, O. | Bolted Connections for Precast R.C. Panels Used for Repair and/or Strengthening | 501 |
| Van Gamart, D.A. | Repair and Strengthening of Reinforced Concrete Plates by Epoxy-Bonded Steel Plates | 509 |
| Owen, G.N., Scholl, R.E., Egbuonye, I.O. | Vibration Testing of an Epoxy-Repaired Full-Scale Reinforced Concrete Structure | 517 |
| Lakshmipathy, M., Santhakumar, A.R. | Repair of Structures Damaged During Earthquakes Using Fibrous Concrete | 525 |
| Freeland, G.E., Sethi, M. | Seismic Upgrade of Building 311 | 533 |
| Zhu, B., Lu, X. | Earthquake Damage Analysis and Strengthening of the Main Building of National Agricultural Exhibition Center | 541 |
| Kawabata, S., Kamiya, Y., Hamazaki, T., Nagata, K: | A Case Study of Seismic Strengthening of Existing Reinforced Concrete Buildings in Shizuoka Prefecture, Japan | 549 |
| Takai, M., Ikeda, A. | Evaluation and Strengthening of an Existing Reinforced Concrete School Building | 557 |
| B. Masonry Construction : 565 | ||
|---|---|---|
| Author | Title | Page No |
| Giangreco, E, Spena, F.R. Sparacio, R. | Stress Analysis and Strengthening Techniques of Masonry Buildings | 567 |
| Hutchinson, D.L., Yong, P.M.F., McKenzie, G.H.F. | Laboratory Testing of a Variety of Strengthening Solutions for Brick Masonry Wall Panels | 575 |
| Kahn, L.F. | Shot Crete Retrofit for Unreinforced Brick Masonry | 583 |
| Niu, Z., Du, Q., Chi, J., Yu, R. | A Study of Aseismic Strengthening for Multi-story Brick Buildings by Additional R/C Columns | 591 |
| Chandrasekaran, A.R., Singhal, N.C., Menon, K.K.M. | Strengthening of Masonry Dam by Earth Backfill | 599 |
| C. Historical Buildings : 607 | ||
|---|---|---|
| Author | Title | Page No |
| Gavrilovic, P., Pichard, P. | Methodology for Strengthening and Repair of Earthquake Damaged Monuments in Pagan-Burma | 609 |
| Sanders, H.P. | A Case History—Retrofit Seismic Strengthening of John Marshall High School with Historic Restoration Objectives | 617 |
| Woodhead, H.R.; Morgan, D.R. | Block 15 Heritage Redevelopment, Vancouver, B.C., Seismic Upgrading | 625 |
| D. Bridges : 633 | ||
|---|---|---|
| Author | Title | Page No |
| Nutt, R.V., Cooper, J. | Seismic Retrofitting Guidelines for Highway Bridges | 635 |
| Kumar, K., Arya, A.S. | Retrofitting of Multispan Simply Supported Bridges for Reduction of Earthquake Forces | 643 |
| Kelly, T.E., Jones, LR., Mayes, R.L | Seismic Retrofit of Bridges Utilizing Ductile Base Isolation Concepts | 651 |
| Selna, L.G., Malvar, L.J. | Box Girder Bridge Hinge Restrainer Test Program | 659 |
| E. Special Problems : 667 | ||
|---|---|---|
| Author | Title | Page No |
| McKenzie, G.H.F., McKay, G.R. Hutchinson, D.L. | Guidelines and Procedures for Strengthening of Buildings | 669 |
| Yao, J.T.P. | Computer-Based Assessment of Seismic Damage | 677 |
| Wyllie, LA., Jr., Olson, R.A. | Establishing Priorities and Financing for Seismic Strengthening of Existing Buildings in California | 685 |
| Donovan, N.C., Becker, A.M., Lau, G.Y.F. | Liquefaction Mitigation by Site Improvement—A Case Study | 693 |
| Mendes, S.H. | Earthquake Stability of Interior Non-Bearing Hollow Clay Tile Partitions | 701 |
|
(3) DEVELOPMENT AND ENFORCEMENT OF SEISMIC CODES AND STANDARDS |
||
|---|---|---|
| A. General and National Codes : 713 | ||
| Author | Title | Page No |
| Freeman, S.A., Nicoletti, J.P. Matsumura, G. | Seismic Design Guidelines for Essential Buildings | 715 |
| Morelii, U | Development of Consesus Seismic Provisions A United States Approach | 723 |
| Meehan, J.F. | California's Hospital Seismic Safety Act | 731 |
| Umemura, H., Watabe, M., Ishiyama, Y., Fukuta, T. | Follow-up Mew Earthquake Resistant Regulations for Buildings in Japan | 739 |
| Garcia, L.E. | Development of the Colombia Seismic Code | 747 |
| Grases, J. Lopez, O.A., Malaver, A., Hernandez, J.J., Ugas, C.T. | The New Venezuelan Code for Earthquake Resistant Buildings | 755 |
| B. Code Comparison and Analysis | ||
|---|---|---|
| Author | Title | Page No |
| Harris, J.R., Reinhold, T.A., Leyendecker, E.V. | Comparison of Seismic Design Provisions | 765 |
| Hadjian, AM | A Calibration of the Lateral Force Requirements of the UBC | 773 |
| Moncarz, P.D., Ross, B. | Structural Failures and the Side Benefits of Seismic Codes | 781 |
| Symonds, D.W | Development of Design Criteria for Elastic Response to Earthquakes | 789 |
| Duff, G.C., Stevenson, J.D. | Seismic Qualification of Nuclear Power Plants by Inspection | 797 |
| C. Material Provisions : 805 | ||
|---|---|---|
| Author | Title | Page No |
| Zsutty, T.C. | Updating Reinforced Concrete Design Recommendations for Strong Seismic Zones | 807 |
| Shiu, K.N., Corley, W.G. | Background of Proposed Seismic Code Provisions for Reinforced Concrete Buildings | 815 |
| Pinto, P.E. | The C.E.B. Model Code for Seismic Design of Concrete Structures | 823 |
| Ravara, A., Durate, R.T., Carvalho, E.C. | Methodology for the Dynamic Analysis of Building Structures | 829 |
| Moghtaderi-Zadeh, M., Hayes, R.L., Sveinsson, B. | Ultimate Strength Design Procedure of Masonry Shear Walls for Lateral Forces | 837 |
| Benedetti, D., Benzoni, G.M., Petrini, V. | Experimental Evaluation of Seismic Provisions for Stone Masonry Buildings | 845 |
|
(4) GROUND MOTION AND SEISMICITY |
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|---|---|---|
| A. Strong Motion Networks, Data Acquisition, and Data Base : 5 | ||
| Author | Title | Page No |
| Malaver, A., Chacon, C. | Venezuelan Strong Motion Accelerograph Network | 7 |
| Tanaka. T., Kudo, K., Sakaue, M., Shima, E., Osawa, Y. | An Observation Network of Earthquake Strong Motions in the Suruga Bay Region and the Izu Peninsula | 15 |
| Iwan, WD, Boore, D.M., Hsieh, L-L., Peng, K-Z., Teng, T-L. | The U.S.-China Cooperative Strong Ground Motion Project | 23 |
| Maley, R.P., Etheredge, E.C. | The Development of Ground and Structural Response Strong-Motion Instrumentation Arrays in the United States | 31 |
| Hudson, D.E, | Strong Motion Accelerograph Systems- -Problems and Prospects | 39 |
| Pauly, S.E. | Strong Motion Accelerograph Selection | 47 |
| Crouse, C.B., Liang, G.C., Martin, G.R. | Amplification of Earthquake Motions Recorded at an Accelerograph Station | 55 |
| Borcherdt, R.D. | On Recent Advances in Strong-Motion Data Acquisition Capabilities | 63 |
| Okada, S., Goto, W., Ohta, Y. | Experiments onto Renewal of Strong Motion Observation Instruments | 71 |
| Lander, J,F., Angel, C.A., Coffman, J.L. | Activities of the World Data Center in Earthquake Engineering | 79 |
| Polhemus, N.W., Jones, E. | Interactive Database for Graphical Retrieval of Strong Motion Accelerograms | 87 |
| Slimani, M | A Scenario for Acquiring Strong Ground Motion Data in Northern Algeria | 93 |
| B. Strong Motion Data Processing : 101 | ||
|---|---|---|
| Author | Title | Page No |
| Khemici, O., Chiang, W.-L | Frequency Domain Corrections of Earthquake Accelerograms with Experimental Verifications | 103 |
| Shakal, A.F., Ragsdale, J.T. | Acceleration, Velocity, and Displacement Noise Analysis for the CSMIP Accelerogram Digitalization System | 111 |
| Lee, V.W. | Recent Developments in Data Processing of Strong Motion Accelerograms | 119 |
| Brady, A.G., Mork, P.N. | Synthetic Accelerograms for Testing Processing Procedures | 127 |
| Erdik, M., Kubin, J. | A Procedure for the Accelerograms Processing | 135 |
| Converse, A.M., Brady, A.G. Joyner, W.B. | Improvements in Strong Motion Data Processing Procedures | 143 |
| C. Analysis of Strong Motion Array Data : 149 | ||
|---|---|---|
| Author | Title | Page No |
| Okubo, T., Arakawa, J., Kawashima, K. | Dense Instrument Array Program of the Public Works Research Institute and Preliminary Analysis of the Records | 151 |
| Muto, K., Ohta, T., Yoshida, H., Sugano, T., Miyamura, M., Kan, S., Kamata, M. | Analysis of Strong Ground Motions Observed in Earthquake Instruments Array | 159 |
| Anderson, J.G. | Digital Recordings of Strong-Motion in Mexicali Valley, in Guerrero, and During Aftershock Sequences in Mexico | 167 |
| Nakamura, Y., Saito, A. | Meandering Earthquake Motion of Soft Surface Ground | 175 |
| Bolt, B.A., Abrahamson, N.A., Yeh, Y.T. | The Variation of Strong Ground Motion Over Short Distances | 183 |
| Loh, C.H. Penzien, J. | Identification of Wave Types, Directions, and Velocities Using Smart-1 Strong Motion Array Data |
191 |
| McVerry, G.H., Hudder, S.B., Hefford, R.T., Heine, A.J. | Records of Engineering Significance from the New Zealand Strong-Motion Network | 199 |
| Katayama, T., Farjoodi, J. Sato, N. | Measurement of Seismic Ground Strain by a Dense Seismograph Array
|
207 |
| Fletcher, J., Haar, L, Hanks, T., Vernon, F., Berger, J., Brune, J. | Seismicity and Source Parameters from the Digital Array at Anza, California | 215 |
| Fukumori, Y., Sako, M., Kikuta, T., Yanabu, K., Toki, K. | Detection of Dispersion Characteristics of Apparent Wave Velocity | 223 |
| Spudich, P., Cranswick, E. | Soil Strains and Horizontal Propagation Velocities of Strong Ground Motions Observed during the 1979 Imperial Valley, California, Earthquake | 231 |
| Narahashi, H., Omote, S., Maeda, J., Watakabe, M. | Spatial Correlations of the Ground Motion Recorded by the Strong Motion Earthquakes Instrument Array | 239 |
| Omote, S., Ohsawa, Y., Ohmura,
B., lizuka, S., Ohta, T., Takahashi, K. |
Observation of Earthquake Strong-Motion with Deep Boreholes—An Introductory Note for Iwaki and Tomioka Observation Station in Japan | 247 |
| D. Ground Motion Attenuation : 255 | ||
|---|---|---|
| Author | Title | Page No |
| Kawashima, K., Aizawa, K., Takahashi, K. | Attenuation of Peak Ground Motion and Absolute Acceleration Response Spectra | 257 |
| Midorikawa, S., Kobayashi, H., Le Doare, J.-Y. | Characteristics of Near-Field Ground Motions during the Imperial Valley Earthquake of 1979 | 265 |
| Kanai, K., Yamabe, K., Habasaki, A. | Study of the Attenuation of Seismic Waves | 273 |
| Inukai, T., Miyahara, H., Nishikawa, T. | Characteristics of Strong Ground Motion-Acceleration Records in Northern Part of Japan | 281 |
| Katayama, T., Shinc, I. | An Engineering Study of Long-Period Strong Motion Using Displacement Seismograph Records | 289 |
| McCann, M.W., Jr., Echeiuria, H. | Investigating the Uncertainty in Ground Motion Prediction | 297 |
| Harrmann, R.B., Nuttli, O.W. | Scaling and Attenuation Relations for Strong Ground Motion in Eastern North America | 305 |
| Jacob, U.H., Mori, J. | Strong Motions in Alaska-Type Subduction Zone Environments | 311 |
| Iwasaki. Y., Kitano, T. | Near-Field Strong Motion Characteristics Erased Upon the Distribution of the Wooden House Damages in Japan | 319 |
| McGuire, R.K. | Ground Motion Estimation in Regions with Few Data | 327 |
| Xu, Z., Shen, X., Hong, J. | Attenuation Relation of Ground Motion in Northern China | 335 |
| Yarar, R., Ergunay, O., Erdik, M., Eren, N. | Attenuation of Intensities in Turkey | 343 |
| E. Seismological Aspects of Strong Ground Motion : 351 | ||
|---|---|---|
| Author | Title | Page No |
| Das, S., Boatwright, J,L, | The Breaking of a Single Asperity: Analysis of an Aftershock of the 1975 Oroville, California, Earthquake | 353 |
| Faccioli, E., Rovelli, A., Fregonese, R. | A Study of the Spectral Characteristics of Accelerograms from Recent Earthquakes of Italy and Nearby Regions | 361 |
| Archuleta, R.J. | Modeling Strong Motion Data from the 1979 Imperial Valley Earthquake | 369 |
| Niazi, M. | Estimation of Rupture Velocity and Nearfield Q from the Tabas Accelerograms of the September 16, 1978, Iran Earthquake | 377 |
| Fujino, Y., Yokota, T., Hamazaki, Y., Inoue, R. | Multiple Event Analysis of 1979 Imperial Valley, California Earthquake Using Distinct Phases in Near-Field Accelerograms | 385 |
| Loo, H.Y., Jin, X.S. | Finite Element Analysis for Ground Motion of 1976 Tangshan Earthquake | 393 |
| Coats, D.A., Kanamori, H. | Semi-Empirically Derived Long Period Ground Motions Generated by Great Earthquakes | 401 |
| Noda, S. | Estimation of Relative Ground Motions Induced by Surface Waves Using Kinematic Source Model | 409 |
| Shima, E. | Expected Long Period Ground Motions due to the Hypothetical Tokai Earthquake | 417 |
| Takatani, T., Kitamura, Y., Sakurai, S. | Vibrations of a Semi-Infinite Elastic Medium due to Buried Sources | 425 |
| Aki, K. | Prediction of Strong Motion using Physical Models of Earthquake Faulting | 433 |
| Tanaka, T., Yoshizawa, S., Sakaue, M., Osawa, Y. | Estimation of Acceleration Characteristics of Strong Earthquake Ground Motions by a Simple Method of Synthesis | 441 |
| Schoof, C.C., Haar, R.N., Geller, R.J. | Normal Mode Synthetics of Strong Ground Motion | 449 |
| Boom, DM, Joyner, W.B. | Ground Motions and Response Spectra at Soil Sites from Seismological Models of Radiated Spectra | 457 |
| Irikura, K. | Prediction of Strong Ground Motions Using Observed Seismograms from Small Events | 465 |
| Shiono, K. | Consideration of 1- to 10-Sec Surface Waves in Evaluation of Seismic Input Motions for Large-Scale Structures | 473 |
| Suzuki, Y., Hirasawa, T. | Strong Motions from a Stochastic Model of Faulting | 481 |
| F. Probabilistic Models of Strong Ground Motion : 489 | ||
|---|---|---|
| Author | Title | Page No |
| Hasgur, Z | The Sensitivity of Strong Motion Accelerograms to Frequency Nonstationarity and Effects of involved Data | 493 |
| Bendimerad, M.F., Gere, J.M. | Nonstationary Spectral Analysis and Modeling of Three- Dimensional Seismic Ground Motion | 501 |
| Sugito, M., Kameda, H. | Prediction of Near-Source Ground Motions for Great Earthquakes from Superposed Evolutionary Process Models | 509 |
| Suzuki, K | Identification of the Earthquake Ground Motion and Its Nonstationary
Structural Response with the Aid of Pattern Recognition Technique |
517 |
| Katukura, H., Watanabe, T., Izumi, M. | A Study on the Fourier Analysis of Nonstationary Seismic Waves | 525 |
| Masri, S.F., Miller, R.K., Traina, I. | Description and Representation of Earthquake Ground Motion Records | 533 |
| Tilliouine, B., Azevedo, J. | Stochastic Characterization and Nonstationarity Simulation of Earthquake Accelerograms | 541 |
| Nigam, N.C. | Phase Properties of Earthquake Ground Acceleration Records | 549 |
| Sawada, T. | Application of Phase Differences to the Analysis of Nonstationarity of Earthquake Ground Motion | 557 |
| Kobo, T. | Analysis of Phase Angle Properties and Simulation of Earthquake Strong Motions | 565 |
| Ohsaki, Y., Kanda, J., Iwasaki, R., Masao, T., Kitada, Y., Sakata, K. | Improved Methods for Generation of Simulated Earthquake Ground Motions | 573 |
| Cakmak, A.S., Sherif, R.I, | Parametric Time Series Models for Earthquake Strong Ground Motions and Their Relationship to Site Parameters | 581 |
| Kawano, M. Kobori, T. | Spectral Characteristics of Earthquake Ground Motion Model with Consideration of Uncertain Soil Properties and Source Mechanisms | 589 |
| Vanmarcke, E., Harichandran, R. | Models of the Spatial Variation of Ground Motion for Seismic Analysis of Structures | 597 |
| Harada, T. | Probabilistic Modeling of Spatial Variation of Strong Earthquake Ground Displacements | 605 |
| Duarte, R.T. | Spatially Variable Ground Motion Models for the Earthquake Design of Bridges and Other Extended Structures | 613 |
| Ayala, G., Munoz, C, Esteva, L. | Determination of Earthquake Design Parameters for Different Local Soil and Topographic Conditions | 621 |
| Cluff, LS., Cluff, J.L. | The Importance of Assessing Degrees of Fault Activity for Engineering Decisions | 629 |
| G.Theoretical Studies of Local Effects : 637 | ||
|---|---|---|
| Author | Title | Page No |
| Sanchez-Sesma, F.J., Chavez-Perez, S., Aviles, J. | Scattering of Elastic Waves by Three-Dimensional Topographies | 639 |
| Dravinski, M. | Strong Ground Motion in the Los Angeles Basin Incident SH Waves | 647 |
| Ohtsuki, A., Yamahara, H. | Effect of Topography and Subsurface In homogeneity on Seismic SV Waves and Rayleigh Waves | 655 |
| Brune, J.N. | Preliminary Results on Topographic Seismic Amplification Effect on a Foam Rubber Model of the Topography Near Pacoima Dam | 663 |
| Wylie, E.B., Wu, C.T. | Base Motion Excitation in One-Dimensional Soil Dynamics | 671 |
| Tazoh, T., Nakahi, S., Shimizu, K., Yokota, H. | Vibration Characteristics of Dynamic Models of Soil and Their Applicability to the Field | 679 |
| Niwa, Y., Hirose, S. | Theoretical Analysis of Seismic Ground Motions for a Dipping Layer | 687 |
| Ohtsu, M., Hirose, S., Niwa, Y. | Model Studies on Seismic Ground Motions in a Dipping Layer | 695 |
| Pao, Y.H., Ziegler, F., Chen, P.L. | Analysis of Transient Waves in Layered Media with Dipping Structure | 703 |
| H. Effects of Local Geologic Conditions on Strong Ground Motion : 711 | ||
|---|---|---|
| Author | Title | Page No |
| Hattori, S., Kashimura, Y. | Digitization of Ground Survey Data and Microzoning | 713 |
| Sugimura, Y., Ohkawa, I. | Seismic Microzonation of 'Tokyo Area | 721 |
| Osawa, Y., Osada, K., Chow, Y.D., | A Case Study—Microtremor Measurements and Earthquake Observations for the Purpose of Comparison between the Damage Observed and the Damage Estimated | 729 |
| Rogers, A.M., Tinsley, J.C., Borcherdt, R.D. | Geographic Variation in Ground Shaking as a Function of Changes in Near-Surface Properties and Geologic Structure Near Los Angeles, California | 737 |
| Samano, T., Yamanaka, H., Seo, K. | Ground Motions Excited by Deep Tertiary Deposit | 745 |
| Kinoshita, S., Mikoshiba, T. | Observation of Earthquake Response of Thick Sedimentary Layers | 753 |
| Toriumi, I., Ohba, S., Murai, N. | Earthquake Motion Characteristics of Osaka Plain | 761 |
| Kudo, L., Shima, E., Sawada, Y. | Comparative Observation of Ground Motions at Different Soil Condition from Moderately Large Earthquakes | 769 |
| Joyner, W.B., Fumal, T.E. | Use of Measured Shear-Wave Velocity for Predicting Geologic Site Effects on Strong Ground Motion | 777 |
| Deherrera, M.A., Zsutty, T.C. | A Study of the Variability in kth Peak Ground Motions in a Geologically Similar Environment Using Accelerograms from the 1971 Sun Fernando Earthquake | 785 |
| Kamiyama. M. | Effects of Subsoil Conditions and Other Factors on the Duration of Earthquake Ground Shakings | 793 |
| Ohsaki, Y., Watabe, M., Tohdo, M., Ohkawa, I. | Characteristics of Surface Ground Motions Considering the Various Property Combinations of Subsoils and Earthquakes | 801 |
| Morishita. H., Kawamura, S. , Kitazawa, K., Hisano, M., Takaki, M. | Extraction of Incident Wave from Observed Motion on Rock Ground | 809 |
| I. Earthquake Intensity Characterization : 817 | ||
|---|---|---|
| Author | Title | Page No |
| Feng, D-y., Lou, S-b., Lin, M-z., Gu, J-p. | Quantitative Evaluation of Earthquake Intensity Based on the f'uzzy Standards of Seismic Scale | 819 |
| Wang, G-y. | The Fuzzy Comprehensive Evaluation of Earthquake Intensity and its Application to Structural Aseismic Design | 827 |
| Saragoni, GR., Araya, R. | Earthquake Accelerograms Destructiveness Potential Factor | 835 |
| Shahabi, M., Mostaghel, N. | Strong Ground Motion Duration and Effective Cyclic Acceleration | 843 |
| Sharrna, M.P., Brady, A.G. | Characterization of Earthquake Ground Motion | 851 |
| Jennings, P.C., Kanamori, H. | The Use of Strong-Motion Instruments to Determine Local Magnitude | 859 |
| Nortmann, R.,Kebe, H.W., Duda, S.J. | Relevance of the Earthquake Magnitude in Engineering Seismology | 867 |
| Nagahashi, S. | A Study on Evaluation of Intensity of Earthquake Rock Motions on the Basis of Accelerograms by Seismological Array Observation | 873 |
| Liu, H., Zhang, Q. | Ground Motion Features and Earthquake Destructiveness | 881 |
| Arias, S.A., Rios, M.G., Rivera, R.M.A. | Hydrodynamic Spectra | 889 |
| Grossmayer, R.L, Fritze, R. | Design Response Spectra for Central Europe | 897 |
|
(5) SOIL STABILITY, SOIL STRUCTURE INTERACTION, AND FOUNDATIONS |
||
|---|---|---|
| A. Dynamic Properties and liquefaction Behavior of Soils : 5 | ||
| Author | Title | Page No |
| Ishihara, K. Koyamuchi, N., Kasuda, K. | Strength of a Cohesive Soil in Irregular Loading | 7 |
| Al-Sanad, H., Aggour, M.S. | Dynamic Soil Properties from Sinusoidal and Random Vibration | 15 |
| Zen, K., Higuchi, Y. | Prediction of Vibratory Shear Modulus and Damping Ratio for Cohesive Soils | 23 |
| Nazarian, S., Stokoe, K.H., ll | In Situ Shear Wave Velocities from Spectral Analysis of Surface Waves | 31 |
| Bodare, A., Massarsch, K.R. | Determination of Shear Wave Velocity by Different Cross-Hole Methods | 39 |
| Hoar, R.J., Stokoe, K.H., ll | Field and Laboratory Measurements of Material Damping of Soil in Shear | 47 |
| Oner, M. | Analysis of Fabric Changes During Cyclic Loading of Granular Soils | 55 |
| Dezfulian, H. | Effects of Silt Content on Dynamic Properties of Sandy Soils | 63 |
| Umehara, Y., Ohneda, H., Matsumota, K. | In Situ Soil Investigation and Evaluation of Dynamic Properties of Sandy Soils in Very Deep Sea | 71 |
| Yamashita, J., Majima, M., Nagataki, Y. | Dynamic Properties of Saturated Sand Under Cyclic Loading Conditions (Modeling of Shear Stress Strain Relations) | 79 |
| Chang, C.S. | Analysis of Earthquake Induced Footing Settlement | 87 |
| Tatsuoka, F. Sasaki, T. Yamada, S. | Settlement in Saturated Sand Induced by Cyclic Undrained Simple Shear | 95 |
| Masarsch, K.R., Lindberg, B. | Deep Compaction by Vibro Wing Method | 103 |
| Oka, F., Tokuo, A. | Two-Dimensional Effective Stress Liquefaction Analysis of Layered Sand Deposits | 111 |
| Gu, W., Wang, Y | An Approach to the Quadratic Nonlinear Formulae for Predicting
Earthquake Liquefaction Potential by Stepwise Discriminant Analysis |
119 |
| Liu, Y. | Fore-Pressure Prediction arid Criterion of Liquefaction in Saturated Sandy Soil Under Cyclic Loading | 127 |
| Kokusho, T. | Liquefaction Analysis Compared with Shake Table Test | 135 |
| O-hara, S., Yamamoto, T. | Experimental Study on Liquefaction of Saturated Soils Using a Shaking Table | 143 |
| Haldar, A., Hochaimi, N.S. | Uniform Cycles in Earthquake Motions | 151 |
| Pires, J.E.A., Wen, Y.K., Ang, A.H-S. | Probabilistic Analysis of Seismic Safety Against Liquefaction | 159 |
| Yegian, M.K. | Probabilistic Seismic Hazard Analysis for Pore Pressure Build Up in Sands | 167 |
| Kavazanjian, E., Jr., Ho, C.L. | Nonlinear Probabilistic Evaluation of the Number of Equivalent Uniform Cycles for Liquefaction Analyses | 175 |
| Lew, M. | Risk and Mitigation of Liquefaction Hazard | 183 |
| Soydemir, C., Le Count, P.L. | Foundation Design for Potential Liquefaction: A Case Study | 191 |
| Liu, H., Qiao, T. | Liquefaction Potential of Saturated Sand Deposits Underlying Foundation of Structure | 199 |
| Wang, S.F. | Experimental Study on Liquefaction-Inhibiting Effect of Gravel Drains | 207 |
| Tonouchi, K., Kaneko, F., Imai, T. | Effects of Liquefaction on Damage to Wooden Houses during Earthquakes | 215 |
| Diaz-Rodriguez, J.A. | Liquefaction in the Mexicali Valley During the Earthquake of June 9, 1980 | 223 |
| Youd, T.L. | Recurrence of Liquefaction at the Same Site | 231 |
| Arakawa, T., Tokida, K., Kimata, T. | Estimation Procedure of Liquefaction Potential and Its Application to Earthquake Resistant Design | 239 |
| Olsen, R.S. | Liquefaction Analysis Using the Cone Penetrometer Test | 247 |
| Tokimatsu, K., Yoshimi, Y. | Criteria of Soil Liquefaction with SPT and Fines Content | 255 |
| Kovacs, W.D., Yokel, F.Y., Salamone, L.A., Holtz, R.D. | Liquefaction Potential and the International SPT | 263 |
| Wang, W.S., Chang, Y.B., Zuo, X.H. | Liquefaction Characteristics of Saturated Sand-Gravels Under Vibration and Cyclic Loading | 269 |
| El Hosri, M.S., Biarez, J. Hicher, P.Y. | Liquefaction Characteristics of Silty Clay | 277 |
| Chung, R.M., Yokel, F.Y. | Volume Chang of Sand Deposits Subjected to Cyclic Shear | 285 |
| B. Embankment Dams, Natural Slopes, and Retaining Walls : 291 | ||
|---|---|---|
| Author | Title | Page No |
| Romo, M.P., Carels, P. | Seismic Response of Earth and Rockfill Dams with Non-Deterministic Properties | 293 |
| Sato, T., Sunasaka, Y. | A Simplified Method for Dynamic Analysis of Embankment | 301 |
| Lin, J.-S. | Risk Assessments of the Earthquake-Induced Permanent Displacements in Earth Dams | 309 |
| Guros, F.B., Thiers, G.R., Wathen, T.R., Buckles, C.E. | Seismic Design of Concrete-Faced Rockfill Dams | 317 |
| Kleiner, D.E. | The Influence of a Free-Draining Zone on the Seismic Deformation of the La Honda Dam | 325 |
| Dobry, R., Mohamad, R., Dakoulas, P., Gazetas, G. | Liquefaction Evaluation of Earth Dams-A New Approach | 333 |
| Cheney, J.A., Shen, C.K., Ghorayeb, F. | Fault Movement: Its Potential Damage to Embankment Dams | 341 |
| Okamoto, S., Tamura, C., Han, G.C., Kato, K. | A Study on Dynamic Failure Mechanism of Fill Type Dam Based on Vibration Failure Tests on Sand Models | 349 |
| Singh, S., Darragh, R.D., Wahler, M.J. | Seismic Stability Evaluation of an Old Dam with a known Side History | 357 |
| Pickens, G.A., Kayes, TJ., Bayly, H. | Design and Construction Decisions for Major Impounding Structures 50 Meters from Active Fault | 365 |
| Uchida, K., Hasegawa, T. | Earthquake Resistant Design of Earth-Fill Dam Based on Laboratory Soil Tests | 373 |
| Byrne, P.M., Morris, D.V., Caldwell, J.A. | Seismic Stability of a Tailings Impoundment on Soft Clayey Silt Deposits | 381 |
| Okusa, S., Anma, S., Maikuma, H. | The Propagation of Liquefaction Pressure and Delayed Failure of a Tailings Dam Dike in the 1978 Izu-Ohshima-Kinkai Earthquake | 389 |
| Jeyapalan, J.K. | Dynamic Response of Tailings Darns to Earthquakes | 397 |
| Kobayashi, Y. | Back-Analysis of Several Earthquake-Induced Slope Failures on the Izu Peninsula, Japan | 405 |
| Yanagisawa, E., Lee, W.S., Ohmura, Y. | Seismic Stability Analysis of an Embankment | 413 |
| Hadj-Hamou, T., Kavazanjian, E., Jr. | Probabilistic Seismic Stability of a Cohesionless Slope of Limited Extent | 421 |
| Toki, K., Maura, F., Oguni, Y | Estimation of the Dynamic Stability of a Slope During Strong Earthquake Motion | 429 |
| Sture, S., Scott, G.A.. Ko, H.Y. | Dynamic Behavior of Jointed Rock | 437 |
| Legg, M.R., Slosson, J.E. | Probability Approach to Earthquake Induced Landslide Hazard Mapping | 445 |
| Talaganov, K., Aleksovski, D. | Soil Stability and Urban Design - Case Study | 453 |
| Asada, A., Mori, Y. | A Method for Estimating and Increasing the Stability of Man-Made Housing Sites During Earthquakes | 461 |
| Musante, H., Ortigosa, P. | Seismic Analysis of Gravity Retaining Walls | 469 |
| Nadim, F., Whitman, R.V. | Coupled Sliding and Tilting of Gravity Retaining Walls During Earthquakes | 477 |
| Miura, F. | Dynamic Stability Analyses of Rigid Structures Against Sliding and Overturning During Strong Earthquake Motions | 485 |
| Prakash, S., Joshi, V.H., Saran, S. | On Displacement of Rigid Retaining Walls | 493 |
| Fukuoka, M., Imamura, Y. | Researches on Retaining Walls During Earthquakes | 501 |
| Grivas, D.A., Souflis, C. | Performance of the Plateas Wingwall During the 1981 Earthquakes in Greece | 509 |
| Sommers, S.A., Wolfe, W.E. | Earthquake Induced Responses of Model Retaining Walls | 517 |
| Mandal, J.N., Char, A.N.R., Barve, V.D., Naruyama, M. | A Study on Sliding Resistance of Earth Reinforcements | 525 |
| Whitman, R.V., Liao, S. | Seismic Design of Gravity Retaining Walls | 533 |
| C. Deep Foundations and Underground Structures : 541 | ||
|---|---|---|
| Author | Title | Page No |
| Barghouthi, A.F., Bosscher, P.J., Saul, W.E. | Analysis of Pile Foundations for Aseismic Design | 545 |
| Nogami, T., Chen, H.-L | Effects of Pile Group Foundation on Seismic Response of Structure | 553 |
| Jennings, D.N., Thurston, S.J., Edmonds, F.D. | Static and Dynamic Lateral Loading of Two Piles | 561 |
| Iwasaki, T., Hagiwara, R. | Seismic Response of Highway Bridges with Deep Caisson Foundations Embedded into Soft Soils | 569 |
| Ohira, A., Tazoh, T., Dewa, K., Shimizu, K., Shimada, M. | Observations of Earthquake Response Behaviors of Foundation Piles for Road Bridge | 577 |
| Abe, Y., Sugimoto, M., Ohki, N., Suzuki, Y., Jido, J., Hayamizu, Y., Hiromatsu, T. | Dynamic Behavior of Pile Foundation During Earthquakes | 585 |
| Nishizawa, T., Tajiri, S., Kawamura, S. | Excavation and Response Analysis of a Damaged R/C Piles by Liquefaction | 593 |
| Zeevaert, L. | Seismic Response of Piles in Fine Sand | 601 |
| Kokusho, S., Wada, A., Kobayashi, K., Hayashi, S., Horii, M., Kihara, H., Saito, S. | Experimental Study on Plastic Deformability of High Strength Prestressed Concrete Piles Under Axial and Lateral Forces | 609 |
| Wakamatsu, K. | An Experimental Study on Vibrational Characteristics of Wall Foundation Pile | 617 |
| Kotoda, K., Kazama. S. | The Behavior of a Pile Under Cyclic Lateral Load | 625 |
| Mizuhata, K., Kusakabe, K. | Comparison of Experimental and Analytical Results of Vibration of a Full Scale Pile | 633 |
| Ting, J.M., Scott, R.F. | Static and Dynamic Lateral Pile Group Action | 641 |
| Mizuno, H., Liba, M., Kitagawa, Y. | Shaking Table Testing of Seismic Building-Pile-Two Layered-Soil Interaction | 649 |
| Askar, A., Zen, X., Altay, S. | Explicit Integration of the Boundary Integral Equations and Scattering of Seismic Waves by Underground Structures | 657 |
| Gomez-Masso, A., Attalla, I. | Effects of Variable Width in the Two Dimensional Seismic Analysis of Underground Structures | 665 |
| Hamada, M. | Earthquake Observation on Two Submerged Tunnels and Numeric Analysis | 673 |
| Sarfeld,W., Savidis, S.A., Klapperich, H. | Dynamic Earth Pressure on Embedded Structures | 681 |
| Nakai, S., Fukuwa, N., Hasegawa, M. | Approximate Three-Dimensional Analyses of Embedded Structures | 689 |
| Harstead, G.A., Morris, N.F., Unsal, A.I. | The Effect of Hydrodynamic Pressures on the Dynamic Response of Embedded Structures | 697 |
| Frank, R.A., Cole, D.M. | Analysis of Soil-Structure Interaction Data | 703 |
| Tamura, C., Qkamoto, S., Kato, K., Kido, Y. | Deformation of a Tunnel in the Soft Ground During Earthquakes | 711 |
| D. Soil Structure Interaction : 719 | ||
|---|---|---|
| Author | Title | Page No |
| Novak, M., El Hifnawy, L. | Effect of Foundation Flexibility on Dynamic Behavior of Buildings | 721 |
| Warburton, G.B. | A Simple Model to Illustrate the Significance of Foundation Flexibility in Soil-Structure Interaction Problems | 729 |
| Sasaki, F., Ohta, T., Masuda, K., Miura, K. | Response Analysis of an Elastic Flexible Base Mat Resting on the Surface on Multi-Layered Strata | 737 |
| Yoshida, K., Sato, T., Kawase, H. | Multi-Layered Strata Dynamic Response of Rigid Foundations Subjected to various Types of Seismic Wave | 745 |
| Inoue, Y., Kawano, M. | Dynamic Response Characteristics of an Elastic Foundation Embedded in a layered Medium | 753 |
| Nakagawa, T.-T., Shiojiri, H. | A New Method of Time Domain Analysis for Structure on a Semi-Infinite Foundation | 761 |
| Karabalis, D.L., Beskos, D.E. | Earthquake Response of 3-Dimensional Foundations by the Boundary Element Method | 769 |
| Resheidat, M.R. | Soil Foundation Structure Interaction of Framed Structures | 777 |
| Somaini, D. R. | Parametric Study on Soil-Structure Interaction of Bridges with Shallow Foundations | 785 |
| Ohami, K., Murakami, M. | Observational Studies on Dynamic Characteristics of Existing Soil-Structure System | 793 |
| Mazzeo, A.A. | Slurry Piles for Aseismic Shear wall Foundations | 801 |
| Mochizuki, T., Enomoto, T. | Investigation on the Earthquake Damage of RC Buildings by Considering the Soil-Structure Interaction | 809 |
| Tani, S., Hori, N. | Earthquake Response Analysis of Tanks Including Hydrodynamic and Foundation Interaction Effects | 817 |
| Ortigosa, P., Musante, H. | Effects of Foundation Displacements due to Earthquakes on Special Frames | 825 |
| Fu, C.S., Yu., Z.D. | Analysis of Dynamic Behaviour of Structure Including the Effects of an Adjacent Building | 833 |
| Lin, A.H. | Measured Effect of Foundation Embedment on Response | 841 |
| Hirata, K., Ueshima, T., Shiomi, S. | Vibration Test of Foundations on Bedrock | 849 |
| Finn, W.D.L., Siddharthan, R.. | Seismic Response of Caisson-Retained Tanker Islands | 857 |
| Tanaka, Y., Maeda, T. | Dynamic Interaction of a Rigid Foundation Embedded in Two-Layered Visco-Elastic Medium | 865 |
| Tajimi, H. | Predicted and Measured Vibrational Characteristics of a Large Scale Shaking Table Foundation | 873 |
| Ishida, K., Tamori, S. | Dynamic Characteristics of Soil-Foundation Interaction Detected from Forced Vibration Test | 881 |
| Lam, P.C., Scavuzzo, R.J., Satari, F. | Vertical Soil-Structure Interaction with Base Mass and Wave Averaging Effects | 889 |
| Kobori, T., Hisatoku, T., Nagase, T. | Nonlinear Uplift Behavior of Soil Structure System with Frequency-Dependent Characteristics | 897 |
| Chen, J.C., Chun, R.C., Goudreau, G.L., Maslenikov, O.R., Johnson, J.J. | Uncertainty in Soil Structure Interaction Analysis of a Nuclear Power Plant due to Different Analytical Techniques | 905 |
| Erdik, M., Gulkan, P. | Assessment of the Soil Structure Interaction Effects on Prefabricated Structures | 913 |
| Tamori, S., Irie, Y., Kitagawa, Y., Osawa, Y. | Estimation of Dynamic Characteristics of Soil-Building Interaction System | 921 |
| Balendra, T. | Simplified Dynamic Models for Soil Structure Interaction Problems | 929 |
| Roesset, J.M., Endres, A., Arnold, J.P. | Soil Structure Response Using fixed Base Structural Modes | 937 |
| Werkle, H. | Kinematic Interaction of Rigid Circular Foundations on Layered Soil Under Surface Wave Excitation | 945 |
| Lee, T.H., Wesley, D.A. | A Three-Dimensional Nonlinear Soil Structure Interaction Analysis Considering the Elasto-Plastic Soil Behavior | 953 |
| Bayo, E., Wilson, E.L. | Solution of the Three Dimensional Soil-Structure Interaction Problem in the Time Domain | 961 |
| Wolf, J.P., Obernhuber, P. | Nonlinear Soil Structure Interaction Analysis Using Dynamic Flexibility of Soil for Impulse Forces | 969 |
| Ramey, G.E., Yoo, C.H., Moore, R.K., Bush, T.D. Stallings, J.M. | Lumped Parameter Modeling arid Dynamic Response Evaluations of Soil-Structure Systems | 977 |
| Umek, A. | Green Function for Buried Foundation- SH Waves Interaction | 985 |
| Akao, Y., Hakuno, M. | Wave Propagation Procedure on the Infinite Boundary For Dynamic FEM Analysis | 993 |
| Watanabe, H. | The Effect of Damping Constant on the Accuracy of Seismic Design Calculations for Soils and Foundations | 1001 |
| Kobori, T., Kusakabe, K. | On Estimation of Compliance Function of a Soil Ground | 1009 |
| Ishii, K., Itoh, T., Suhara, J. | Kinematic Interaction of Soil-Structure System Based on Observed Data | 1017 |
| Sarma, S.K., Tsatsanifos, C.P. | Effective Stress Method for Dynamic Response Analysis of Horizontally Layered Soils | 1025 |
| Katada, T., Hakuno, M. | Nonlinear Analysis of Surface Ground Motion by Digital Control On-Line experimental Method | 1033 |
| Schmid, G., Huh, V., Estorff, O.V. | Evaluation of Compliance Functions of Soil Foundation Systems by Boundary Element Method | 1041 |
| Desai, C.S., Zaman, M.M. | Influence of Interface Behavior in Dynamic Soil Structure Integration | 1049 |
| Moore, P.J. | Influence of Building Foundation Design on Transmission of Ground Vibrations | 1057 |
| Ohamachi, T., Soga, S. | Practical Method for Dynamic Interaction Analysis of three-Dimensional Dam-Foundation System | 1065 |
| Werner, S.D., Agbabian, M.S. | Soil/Structure Interaction Effects at El Centro, California Terminal Substation Building | 1073 |
| Iguchi, M. | Earthquake Response of Embedded Cylindrical Foundations to SH and SV Waves | 1081 |
| Hayashi, Y., Akino, K., Esashi, Y. | Experimental Project of Soil Structure Interaction Using the Foundation of NUPFC Large Vibration Table- Vibration of Foundation and Ground, Dynamic Earth Pressure and Wave Propagation | 1089 |
|
(6) RESPONSE OF STRUCTURES |
||
|---|---|---|
| A. Response Spectra and Input Motions : 5 | ||
| Author | Title | Page No |
| Hall, WJ., Nau,J.M., Zahrah, T.F. | Scaling of Response Spectra and Energy Dissipation in SDOF Systems | 7 |
| Zhou, X., Wang, G., Su, J. | Seismic Design Response Spectra Considering Intensity,Epicentral Distance and Site Condition | 15 |
| Prince, J., Alonso, L | Some Comments on the Relation Between the Acceleration Response Spectra of Real Earthquakes and the Design Spectra of Building Code Provisions | 23 |
| Singh, M.P. | Extended Applications of Relative Acceleration and Velocity Spectra as Seismic Design Inputs | 29 |
| Chang, F.K. | Analysis of Strong-Motion Data from the New Hampshire Earthquake of 18 January 1982 | 37 |
| Pauschke, J.M., Krishnamurty, S. | Peak Vs. Root-Mean Square (RMS) Acceleration as a Response Parameter | 45 |
| Westermo, B.D. | The Dependence of Structural Response Upon Strong Ground Motion Characterization | 53 |
| Corsanego, A., Del Grosso, A., Solari, G., Stura, D. | Some Considerations About Site Effects During the Irpinia Earthquake of November 23, 1980 | 59 |
| Ohi, K.; Tanaka, H. | Frequency-Domain Analysis of Energy Input Made by Earthquakes | 67 |
| Fajfar, P., Fischinger, M. | Parametric Study of Inelastic Response to Some Earthquakes Recorded in Southern Europe | 75 |
| Nishikawa, T., Hayama, S., Seki, T. | Normalization Parameters of Maximum Values of Earthquake Motion for Non-Linear Response Analyses of Structure | 83 |
| De Luca, A., Palazzo, B. | Inelastic Spectra for Geometrical and Mechanical Deteriorating Oscillator | 91 |
| Sotoudeh, V., Boissonnade, A. | Probabilistic Study of the Dynamic Response of a Stiffness-Degrading Single Degree of Freedom Structure Excited by a Strong Ground Motion with Specific Probabilistic Characteristic | 99 |
| Minami, T. | Potential Destructiveness of Strong Earthquakes | 107 |
| Parducci, A., Mezzi, M. | Elasto-Plastic Response Spectra of Italian Earthquakes Taking into Account the Structural Decay | 115 |
| Wong, J.P., Paz, M.M. | A Short Duration Equivalent Earthquake | 123 |
| Chen, Y-q | Selection of Accelerograms and Evaluation of Reliability by Step-by-Step Integration | 129 |
| Azevedo, J.J. | Towards an Improvement on Loading Criteria | 137 |
| Takeuchi, M., Kotada, K., Kamaza, S., Atobe, Y., Hayakawa, K. | Input Earthquake Waves as Deduced from the Measured Response of a Building | 145 |
| B. Analytical Procedures : 153 | ||
|---|---|---|
| Author | Title | Page No |
| Lutes, L.D. | Effects of Model Coupling on Dynamic Response | 155 |
| Gupta, A.K. | Modal Combination in Response Spectrum Method | 163 |
| Tsai, N.C. | A New Method for Spectral Response Analysis | 171 |
| Amini, A., Trifunac, M.D. | A Statistical Basis For Spectrum Superposition in Response to Earthquake Excitation | 179 |
| Riddell, R., Vasquez, J. | Existence of Centers of Resistance and Torsional Uncoupling of Earthquake Response of Buildings | 187 |
| Takizawa, H. | Coupled Lateral and Torsional Failure of Buildings under Two-Dimensional Earthquake Shakings | 195 |
| Tso, W.K., Sadek, A.W. | Inelastic Response of Eccentric Buildings Subjected to Bi-Directional Ground Motions | 203 |
| Pan, T.-C., Kelly, J.M. | Coupled Lateral-Torsional Response of Base-Isolated Structures | 211 |
| de Bejar, LA., Gergely, P. | Linear Response of Torsionally Coupled Buildings- for Multicomponent Earthquake Excitations | 219 |
| Gergely, P., de Bejar, L. | Nonlinear Response of Torsionally Coupled Buildings for Multicomponent Earthquake Excitations | 227 |
| Kung, S.Y., Pecknold, D.A. | Seismic Response of Torsionally Coupled Single Storey Structures | 235 |
| Kato, D., Katsumata, H., Aoyama, H. |
Effect of Wall Base Rotation on Behavior of Reinforced Concrete Frame-Wall Buildings | 243 |
| Koh, A.S., Spanos, P-T.D. | Seismically Induced Rocking of Rigid Structures | 251 |
| Baba, K., Nakashima, H. | Seismic Response of Uplifting Shear Wall-Flexural Frame Interaction System 1 | 259 |
| Ishiyama, Y. | Criteria for Overturning of Rigid Bodies by Sinusoidal and Earthquake Excitations | 267 |
| Yim, S.C.S., Chopra, A.K. | Earthquake Response of Buildings on Winkler Foundation Allowed to Uplift | 275 |
| Chen, D | Sliding-Uplifting Response of Flexible Structures to Earthquakes | 283 |
| Psycharis, I.N., Jennings P.C. | Rocking, Tipping and Up throw of Simple Structures by Horizontal Motion | 291 |
| Allen, R.H., Oppenheim, I.J., Bielak, J. | Rigid Body Mechanisms in Structural Dynamics | 299 |
| Beliveau, J.G., Chater, S. | System Identification of Structures from Ambient Wind Measurements | 307 |
| Udwadia, F.E. | Optimal Sensor Locations for Geotechnical and Structural Identification | 315 |
| Tomizawa, M. | Identification of Structural Parameters and Aseismatic Control of the Building | 323 |
| Hakuno, M., lida, M., Iwashita, K. | Estimation of Building Response due to Large-Scale Earthquake from Observed Response Records to Small Earthquakes | 331 |
| Saito, Y., Uchida, N., Aoyagi, T., Kawamura, M. | Simulation Analysis on High-Rise Building Behavior by the Use of Strong Earthquake Motions Actually Observed | 339 |
| Beck, J.L., Park, H. | Optimal Algorithms for Calculating the Response of Linear Oscillators to Digitized Ground Accelerations | 347 |
| Wu, S.T., Leyendecker, E.V. | Dynamic Response of Structural Systems Subjected to Horizontal Propagating Shear Waves | 355 |
| Miller, R.K., Heidari, M.A. | Approximate Analysis of Earthquake Response of Impacting Structures | 363 |
| Matsushima, Y | Optimum Distribution of Shear Coefficients for Multi-Degree-of-Freedom Systems Subjected to White Excitations | 371 |
| Delinic, K. | Dynamical Response of Non-Proportionally Damped Dynamical Systems | 379 |
| Freystatter, S., Schmitz, C., Arnold, J.P., Taud-Turnovsky, J. | Influence of Seismic and Site Conditions on Equipment Response | 387 |
| Yang, T.Y. Kapania, R.K., Saigal, S. | Linear and Nonlinear Dynamic Response Analysis of Complex Shell Structures | 395 |
| Mau, S.T. | Structure identification using Classical Normal Modes | 403 |
| Takita, M., Izumi, M., Katsukura, H., Takita, M. | A Study on Modal Coupling Analysis of Structures by the Component Mode Method | 411 |
| Ito, K., Izumi, M., Katsukura, H., Takita, M. | A Study on Application of the Component Mode Method to the Structures Constructed from Components with Different Damping | 419 |
| Monge, J. | An Accurate Estimation of the Fundamental Period of Regular Tall Buildings | 427 |
| Chavez, M., de Leon, D. | Reliability of Nonlinear Systems with Uncertain Parameters and Random Seismic Excitation | 435 |
| Tsotsos, S.S., Liolios, A.A. | Dynamic Response of Pile Subjected to Lateral Loading— A Parametric Study | 443 |
| Capatina, D., Titaru, E. | Possible Extension of the Structural Seismic Analysis | 451 |
| Suzuki, Y., Manai, R. | A Method of Seismic Response Analysis of Hysteretic Structures Based on Stochastic Differential Equations | 459 |
| Qin, Q. | Reliability of Randomly Excited and Strongly Deformed Hysteretic Oscillators | 467 |
| Row, D., Schricker, V. | Seismic Analysis of Structures with Localized Nonlinearities | 475 |
| Villaverde, R. | Response Spectrum Method for the Analysis of Nonlinear Multistory Structures | 483 |
| Wakabayashi, M., Nakamura, T., Iwai, S., Hayashi, Y. | Effects of Strain Rate on the Behavior of Structural Members Subjected to Earthquake Force | 491 |
| Zingone, G., Papia, M. | Energy Dissipation Capacity of Stiffened Steel Systems Under High Intensity Earthquake | 499 |
| C. Analysis of Building Structures : 507 | ||
|---|---|---|
| Author | Title | Page No |
| Teramoto, J., Asano, Kitamura, H. M., | A Study of the Collapse Mechanism of Rigid Frames by Analysis of the Elasto-Plastic Seismic Response Using a Flexural Model | 511 |
| Kawano, A. | Inelastic Behavior of Low-Rise Steel Frame Based on a Weak Beam-to-Column Connection Philosophy to Earthquake Motion | 519 |
| Hilmy, S.I., Abel, J.F. | Material and Geometric Nonlinear Earthquake Analysis of Steel Frames Using Computer Graphics | 527 |
| Meyer, C., Roufaiel, M.S.L | Reliability of Damaged Reinforced Concrete Frames | 535 |
| Noguchl, H., Naganuma, K. | Nonlinear Finite Element Analysis of Restoring Force Characteristics of Reinforced Concrete Beam-Column Joints | 543 |
| Otani, S. | Hysteresis Models of Reinforced Concrete for Earthquake Response Analysis | 551 |
| Aranda, H.G.R. | Ductility Demands for R/C Frames Irregular in Height | 559 |
| Casciati, F.,Faravelli, L . | Plastic Zone Spread and Seismic Reliability of R.C. Frames | 567 |
| Rega, G., Vestroni, F., Vulcano, A. | On the Relationship between Overall and Local Ductility Demand for Plane Frames Subjected to Earthquakes | 575 |
| Sano, T., Vitiello, E. | Low Intensity Earthquakes on Multi-Storey R.C. Buildings: Records, Identification and Modelling | 583 |
| Rivero, C.E., Walker, W.H. | An Analytical Study of the Interaction of Frames | 591 |
| Kikuchi, K., Yoshimura, K. | Effect of Vertical Component of Ground Motions and Axial Deformation of Columns on Seismic Behavior of R/C Building Structures | 599 |
| Fintel, M., Ghosh, S.K. | Earthquake Resistance of Multistory Building Structures Designed for Wind | 607 |
| Jurukovski, D., Tashkov, L., Trajkovski, V. | Mathematical Model Formulation of a Fourteen Storey R/C Building Using Strong Motion Records and Parameter System Identification | 615 |
| Liauw, T.C., Kwan, K.H. | New Development in Research of Infilled Frames | 623 |
| Irie, y. | Dynamic Characteristics of R.C. and S.R.C. Apartment Buildings | 631 |
| Fujiwara, T., Kitahara, A. | On the Aseismic Safety of Space Structures Under Bi-Directional Ground Motion | 639 |
| Kawamura, H., Yamada, M., Tani, A., Fujitani, H. | Regional Evaluation of Seismic Damages of Reinforced Concrete Buildings—Case Study: Standard R/C School Building in Hyogo Prefecture, Japan | 647 |
| Khachian, E.E., Shaginian, S.G. Ambartsumian, V.A., Melkumian, M.G. | A Study in Seismic Resistance of Frame Structures | 655 |
| Naik, T.R., Kaliszky, S., Soltis, L.A. | Lateral-Torsional Response of Low-Rise Timber Buildings | 663 |
| Keintzel, E | Ductility Requirements for Shear Wall Structures in Seismic Areas | 671 |
| Bernardini, A., Giuffre, A., Modena, C | Reinforced Hollow Clay Brick Masonry Shear Walls Under Seismic Actions | 679 |
| El Kamshoshy, F., Pister, K.S. | A Mixed Finite Element Method for Dynamic Analysis of Seismically Loaded Structures— Application to Coupled Shear Walls | 687 |
| Keshavarzian, M. Schnobrich, W.C. | Computed Nonlinear Analysis of R/C Coupled Shear Walls | 695 |
| Malhas, F.A. | Preliminary Correlations for Shaking Table Tests of Precast Panel Walls | 703 |
| McNary W.S., Atkinson, R.H., Abrams, D.P., Noland, J.L. | Basic Properties of Clay-Unit Masonry Stack-Bond Prisms in Compression | 711 |
| Mills, R.S., Igusa, T. | Seismic Response Assessment for a Masonry High-Rise Building | 719 |
| Hernandez-Basilio, O. | Structural Behavior of Concrete Walls with Shear Failure | 727 |
| Nakashima, M., Huang, T., Lu, L-W. | Effect of Diaphragm Flexibility on Seismic Response of Building Structures | 735 |
| Jain, S.K., Jennings, P.C. | Continuous Models for Frame and Shear-Wall Buildings with Flexible Floors | 743 |
| Roper, S.C., Iding, R.H. | Appropriateness of the Rigid Floor Assumption for Buildings with Irregular Features | 751 |
| Button, M.R., Kelly, T.E., Jones, L.R. |
The Influence of Diaphragm Flexibility on the Seismic Response of Buildings | 759 |
| Nakano, K., Awano, Y., Sugano, S., Tomita, K., Suitsu, H., Shindo, A. | A Survey of Building Damages During the El-Asnam, Algeria Earthquake of October 10, 1980 | 767 |
| Cartin, J.F. | Performance of School Canopies during the October 10, 1980 El-Asnam, Algeria Earthquake | 775 |
| Mallick, D.V. | Engineering Studies of Building Response During El-Asnam Earthquake of October 10, 1980 | 783 |
| Takiguchi, K. Ichinose, T., Yoshii, M., Kubo, T., Iwashita, T. | Analysis of R/C Structures Damaged by the 1980 South Italy Earthquake | 791 |
| Foutch, DA., Barenberg, M.E. | Earthquake Response of a Four-Story RC Building | 799 |
| Pardoen, G.C. Shepherd, R. | Experimental and Analytical Studies of the Imperial County Services Building | 807 |
| Kreger, M.E | Evaluation of the Response of the Imperial County Services Building | 815 |
| Zeris, C.A., Altmann, R. | Implications of Damages to the Imperial County Services Building for Earthquake-Resistant Design | 823 |
| Trigos, J.L Hentschel, W. | Response of Two Reinforced Concrete Buildings in Mexico City during the Petatlan Earthquake of March 14, 1979 | 831 |
| Lara, O. | Seismic Resistant Implications of the 1980 Guayaquil, Ecuador Earthquake | 839 |
| Onose, J.-i. | Prediction of Damage Ratio of Reinforced Concrete Buildings due to Earthquake and Comparison with Actual Damage Ratio | 847 |
| Wada, A., Shinozaki, Y., Hakamura, N. | Collapse of Building with Expansion Joints through Collision Caused by Earthquake Motion | 855 |
| Kato, K., Kawaji, M., Matsumura, A., Endo, T., Iguchi, T. | Damage to a Concrete-Block Masonry House Due to the 1982 Urakawa-Oki Earthquake | 863 |
| Kamil, H.. Sharpe, R.L, Chen, M.-C, Algire, W.K. | Seismic Risk Study of the Palo Alto Civic Center | 871 |
| Hom, S., Manrod, W.E., Sharpe, R.L. | Considerations in Predicting Earthquake Damage to Industrial Facilities | 879 |
| Krawinkler, H. | Damage Assessment in Steel Structures Subjected to Severe Earthquakes | 887 |
| Hughes, R.E. | A Methodology for Surveying Earthquake Damage to Vernacular Buildings | 895 |
| Nason, R. | Brick Building Damage in Ground Failure Areas in the 1906 San Francisco Earthquake | 903 |
| Gong, S., Fan, X., Gu, D. | A Study on the Energy Method for Seismic Design of Structures | 905 |
|
(6) ANALYSIS OF STRUCTURES (CONTINUED FROM VOL. IV) |
||
|---|---|---|
| D. Analysis and Behavior of Non-Building Structures : 4 | ||
| Author | Title | Page No |
| Watabe, M., Fukuzawa, R., Chiba, O., Toritani, T. | Research on Modeling of Nuclear Power Plants for Dynamic Response Analysis | 7 |
| Utsunomiya, T., Hirose, J.,
Watanabe, Y,, Iwatate, T., Harm, I., Hagio, K., Nishiyama, T, |
Observations of Earthquake Motions, Forced Vibration Tests and Their Simulation Analyses of PWR Type: Nuclear Power Stations | 15 |
| Hwang, H., Chokshi, N.C., Jeng, D.C., Reich, M. | Reliability Analysis of a Reinforced Concrete Containment Under Seismic Loading | 23 |
| Tanaka, H., Goto, Y. | Seismic: Simulation Analysis of a BWR Type Reactor Building by Soil-Building Interaction Model | 31 |
| Muto, K., Nagata, M., Uchiyama, S., Ueno, H., Fukuzawa, E.,Hanajima, M. | Vibration Test and Simulation Analysis of Highrise Building with V-Shaped Framed Plan | 39 |
| Hisada, T., Ishii, K., Endoh, A., Tanaka, N. | Pseudo-Dynamic Tests on the Model of a Reinforced Concrete Containment Vessel Subjected to f Earthquake and Thermal Stresses | 47 |
| Wass, G., Hartmann, H.G. | Seismic Analysis of Pile Foundations Including Pile-Soil-Pile Interaction | 55 |
| Kato, M. Uchiyama, Y., Sakata, K., Koyanagi, Y. | Earthquake Response Analyses of Floor Slabs in Nuclear Reactor Buildings Subjected to Vertical Ground Motion | 63 |
| Clough, R.W., Chang, K.T., Stephen, R.M., Chen, H.-Q., Lu, G.P. | Vibration Behavior of Xiang Hong Dian Dam | 71 |
| Bettinali, F. | The Dynamic Behavior of Diamond-Headed Hollow Gravity Buttress Dams | 79 |
| Shiojiri, H., Aoyagi, S. | Earthquake Response of Concrete Gravity Dams and Arch Dams | 87 |
| Wepf, D., Skrikerud, P., Bachmann, H. | Influence of Cracking on the Seismic Response of Concrete Gravity Dams | 95 |
| Munoz, R.L. Roehm, L.H. | Sensitivity Studies for Dynamic Analysis of Gravity Arch Dams | 103 |
| Mills-Bria, B., Yang, C.Y. | Nonstationary Response of Concrete Gravity Dam-Reservoir to Random Vertical Earthquake Excitation | 111 |
| Ellis, B.R., Jeary, A.P. | On the Forced Vibration Testing of Dams | 119 |
| Dumanoglu, A.A., Severn, R.T., Taylor, C.A. | Effect of Asynchronous Input on the Response of Dams | 127 |
| Thakkar, S.K., Dinkar, A.K. Mathur, R.P. | Dynamic Behavior of Gravity Dam with Light Structural Systems at Top | 135 |
| Baba,K. | Dynamic Design Analysis for Rockfill Dams | 143 |
| Imbsen, R.A., Lea, J. | Implementation of the Analytical Capabilities Required for the Aseismic Design of Bridges | 151 |
| Takemiya, H., Shimada, T., Tatsumi, M., Katayama, M. | Seismic Analysis of Multi-Span Continuous Girder Bridge with Emphasis on Soil-Structure Interaction | 159 |
| Kawano, K., Nagamitsu, K. | Random Seismic Response Analysis of High-Elevated Multi-Span Continuous Bridge | 167 |
| Zhang, X-l, Van, X-y. | Seismic Response Analysis of Nanjing Yangtse River Bridge | 175 |
| Ozbolt, J., Bicanic, N. | Creep and Aging-Effects in Seismic Analysis of Shallow Arch Bridges | 183 |
| Saiidi, M., Hart, J.D. | Nonlinear Seismic Response of Short Reinforced Concrete Highway Bridges | 191 |
| Garevski, M. Mitrovski, V. | Dynamic Behavior of Cable-Stayed Bridges | 199 |
| Fleming, J.F., Zenk, J.D., Wethyavivorn, B, | Seismic Analysis of Cable-Stayed Bridges | 207 |
| Fischer, D.F. Rammerstorfer, F.G. | Stability of Liquid Storage Tanks under Earthquake Excitation | 215 |
| Daysal, H., Nash, W.A. | Soil-Structure Interaction Effects on the Seismic Behaviour of Cylindrical Liquid Storage Tanks | 223 |
| Yamamoto, S., Kawano, K., Shimizu, N., Umebayashi, S., Yamagata, M. | Radiation Damping of Cylindrical Liquid Storage Tank Resting on Elastic Body | 231 |
| Moore, T.A., Wong, E.K. | The Response of Cylindrical Liquid Storage Tanks to Earthquakes | 239 |
| Tani, S., Hori, N., Yamaguchi, K. | Nonlinear Dynamic Analysis of Cylindrical tanks with Imperfect Circular Section Containing Liquid | 247 |
| Bichkovski, V. | Mathematical Modeling of interaction Between Thin Wall Cylindrical Reservoir and the Fluid | 255 |
| Sakai, F., Ogawa, H., Isoe, A. | Horizontal, Vertical and Rocking Fluid-Elastic Response and Design of Cylindrical Liquid Storage Tanks | 263 |
| Hoshiya, M., Yamaguchi, Y., Tsujita, M., Wakita, K. | Dynamic Behavior of LNG In ground Tank | 271 |
| Lee, S.C., Liaw, C.Y., Tung, C.C. | Earthquake Response of Sea-Based Storage Tanks | 279 |
| Shimamoto, A., Kodama, M., Yamamura, M. | Vibration Tests for Scale Models of Cylindrical Coal Storage Silo | 287 |
| Oishi, H., Sekiguchi, K. | Earthquake Observation of an Underground Pipeline and Seismic Response Analysis | 295 |
| Kapsarov, H. | Theoretical and Experimental Investigation of High Reinforced Concrete Chimneys for Mathematical Model Formulation | 303 |
| Takemiya, H., Kojima, O., Ninomiya, A. | Seismic Analysis and Design of Huge Blast Furnaces | 311 |
| Caracostas, M.P. | Earthquake Engineering Behavior of Graving Dry docks | 319 |
| Chen, W.F., Sugimoto, H. | Inelastic Cyclic Behavior of Tubular Members of Offshore Structures | 325 |
|
(7) DESIGN OF STRUCTURES AND 5TRUCTURAL COMPONENTS |
||
|---|---|---|
| A. Design of Frame-Type Buildings : 337 | ||
| Author | Title | Page No |
| Kacyra, B.K., Banavalkar, P.V., de Guzman, M.T., Parikh, D.S. | Seismic Analysis of the 101 California Building | 339 |
| Amin, N.R., Louie, J J.C. | Design of Multiple Framed Tube High Rise Steel Structures in Seismic Region | 347 |
| Kojic, S., Anderson, J.C., Trifunac, M.D. | A Design Analysis of the Imperial County Services Building | 355 |
| Zeevaert, A. | Behavior of the Latin American Tower in Mexico City | 363 |
| Tai, J.C., Yang, Y.C., Lin, T.Y. | Design and Construction of a 30-Story Concrete Ductile Framed Structure, Emeryville-East San Francisco Bay | 371 |
| O'Leary, A.J., Undrill, D.N. | A Steel Beam Concrete Column Frame System | 379 |
| Kasai, K., Popov, E.P. | On Seismic Design of Eccentrically Braced Steel Frames | 387 |
| Nordenson, G.J.P. | Notes on the Seismic Design of Steel Concentrically Braced Frames | 395 |
| Blume, J.A. | Redundancy and Relative Earthquake Resistance of Tall Buildings | 403 |
| Mueller, P. | On Aseismic Design | 411 |
| Krishna, J., Chandra, B. | Uncertainties in Earthquake Resistant Design | 419 |
| Naeim, F., Anderson, J.C. | An Automated Design Study of the Economics of Earthquake Resistant Steel Structures | 427 |
| Cheng, F.Y., Juang, D.-S. | Assessment of ATC-03 for Steel Structures Based on Optimization Algorithm | 435 |
| Furukawa, K., Furuta, H. | A New Formulation of Optimum Aseismic Design Using Fuzzy Mathematical Programming | 443 |
| Austin, M.A., Pister, K.S. | Optimization-Based Computer-Aided Design of Earthquake Resistant Steel Structures | 451 |
| Andreaus, U., D'Asdia, P., lannozzi, F. | On the Optimal Choice of the Shape; of Antiseismic Bracing Systems | 459 |
| Sutharshana, S., McGuire, W. | Design of Three Dimensional Frames Using Interactive Graphics | 467 |
| Truman, K.Z., Chang, F.Y. | Optimum Design of Steel and Reinforced Concrete 3D Seismic: Building Systems | 475 |
| He, G., Wei, L., Zhonq, Y., Dai, G. | A New Procedure for Aseismic Design of Multi-Storeyed Shear Type Building Based Upon Deformation Checking | 483 |
| Gambhir, M.D. | Earthquake Resistance of Structural Systems for Tall Buildings | 491 |
| Burdette, E.G., Goodpasture, D.W., | Design of Reinforced Concrete Frames Using Inelastic Response Spectra | 499 |
| Bernal, D. | Inelastic Dynamic Response of Concrete Frames Designed in Accordance with the Mexican Seismic Code | 507 |
| Oesterle, R.G., Fiorato, A.E. | Seismic Design for Reinforced Concrete Walls | 515 |
| Vignoli, A., Augusti, G., Chiarugi, A. | Seismic Behavior and Design of Non-Symmetric Buildings | 523 |
| B. Design of Shear Wall-Type Buildings : 531 | ||
|---|---|---|
| Author | Title | Page No |
| Braga, F., Dolce, M. | Earthquake Resistant Design of Shear Walls with Several Rows of Openings | 533 |
| Derecho, A.T., Corley, W.G. | Design Requirements for Structural Walls in Multistory Buildings | 541 |
| Despeyroux, J. | Some Lessons To Be Drawn from the El-Asnam Earthquake of October 10, 1980 | 549 |
| Ye, Y. | Urban Earthquake Disaster Mitigation Through Architectural Design and Urban Planning | 557 |
| Tassios, T.P., Vintzeleou, E., Trohanis, A. | Reinforced Masonry Squat Walls under Horizontal Monotonic and Cyclic Loading | 565 |
| Yao, S. | The Capacity and Mechanism of Coupled Shear Walls Supported by Pile Foundations | 573 |
| Tomii, M., Esaki, F. | Design Method of Reinforced Concrete Framed Shear Walls to Sustain Vertical Loads after Shear Failure | 581 |
| Stamenkovic, H. | Diagonally Reinforced Shear wall Can Resist Much Higher Lateral Forces than Ordinary Shear wall | 589 |
| Yoshimura, K., Kikuchi, K. | On Practical Method for Evaluating Lateral Stiffness of R/C Shear Walls Arranged Irregularly into Ductile Moment-Resisting Frames | 597 |
| Mochizuki, S. | On Ultimate Shear Strength of Reinforced Concrete Shear Unit Walls | 605 |
| Bertero, V.V. | State-of-the-Art and Practice in Seismic Resistant Design of R/C Frame-Wall Structural Systems | 613 |
| Goodsir, W.J., Paulay, T., Carr, A.J. | A Design Procedure for Interacting Wall-Frame Structures Under Seismic Actions | 621 |
| Sauter, F.F. | Earthquake Resistant Criteria for Precast Concrete Structures | 629 |
| Adham, S.A., Ewing, R.D., Agbabian, M.S. | Mitigation of Seismic Hazards in Tilt-Up Wall building | 637 |
| Clough, D.P. | Development of Seismic Design Criteria for Connections in Jointed Precast Concrete Structures | 645 |
| Spencer, R.A., Tong, W.K.T. | Design of a One-Storey Precast Concrete Building for Earthquake Loading | 653 |
| Wakabayashi, M., Nakamura, T. | Reinforcing Principle and Seismic Resistance of Brick Masonry Walls | 661 |
| Sakamoto, I., Ohashi, Y., Shibata, M. | Some Problems and Considerations on Aseismic: Design of Wooden Dwelling Houses in Japan | 669 |
| Hiraishi, H. | Evaluation of Shear and Flexural Deformations of Flexural Type Shear Walls | 677 |
| Braga, F., Carrara, G.F., Dolce, M., Paoluzzi, A. | New Methods for Building Design on Seismic Areas | 685 |
| C. Structural Analysis : 693 | ||
|---|---|---|
| Author | Title | Page No |
| Jeing, J.C. | Sub structuring and Rigid Diaphragm System Solutions in 3-D Building Analysis | 695 |
| Vertes, G., Szentivanyi, B. | Theoretical Statistical Displacement Analysts of Composite Building Structures in Time of Modelled Earthquake Action | 703 |
| Wolfe, H., Breuer, W., Schalk, M. | Load Bearing Behavior in Structures During Partial Uplift of the Base Mat Due to Earthquakes | 709 |
| Anderson, D.L, Metten, A.W.F., Nathan, N.D., Cherry, S. | Simplified Dynamic Analysis for Prediction of Damage in Code Designed Buildings | 717 |
| Chen, C.K. | Seismic Analysis of Building Frames with Semi rigid Connections | 725 |
| Cruz, E., Chopra, A.K. | An Evaluation of the Response Spectrum Method for Lateral Analysis of Buildings | 733 |
| Seetharamulu, K., Rao, K.N.V.P. | Dynamic Response of Frames with Staggered Panels | 741 |
| Brown, D.M., Whitimire, D.W., Beavers, J.E. | Multiple Time History Seismic Evaluation | 749 |
| Meskouris, K | Influence of Motion Duration on Inelastic Structural Response | 755 |
| Zhang, D., Wu, Z., Lin, W. | The Analysis of Earthquake Resistance in High Buildings | 763 |
| Borg, S.F. | A Structure Analysis Procedure for Earthquake Loadings | 771 |
| Lai, S.S.P. | On the Seismic Safety Provided by Uniform Building Code Design Method | 779 |
| Bruce, R.A. | A Computer-Aided Technique for Generating Simplified Frame-Wall Elastic Models | 787 |
| D. Material and Structural Element Behavior : 795 | ||
|---|---|---|
| Author | Title | Page No |
| Castellani, A. | ACI Versus CEB Design of R.C. Columns | 797 |
| Yamaguchi, I., Sugano, S., Higashibata, Y. | Experimental and Analytical Studies on the Seismic Behavior of R/C Moment Resisting Frames Which Have Wide Columns | 805 |
| Ramey, R.M. | Fiber Reinforced Concrete for Seismic Joints | 813 |
| Filippou, F.C., Popov, E.P. | Hysteretic Behavior of Reinforced Concrete Beams and Joints | 821 |
| Tanaka, Y., Kaneko, Y., Yashiro, H. | Tie Confining Effect on Plastic Hinge in Reinforced Concrete Short Columns under Cyclic Shear Loadings | 829 |
| Weng, Y-j., Ma, B-m. | Ductility of R/C Columns with Various Types of Ties and Stirrup Ratios | 837 |
| Zhang, Z-q., Guo, Z-h., Wang, C-z. | Experimental Investigation of Complete Stress-Strain Curves of Concrete Confined by Stirrups under Cyclic Loading | 845 |
| Watanabe, F. | Shear Capacity of R/C Short Column | 853 |
| Noda, S., Kitazawa, S., Iida, T., Mori, N., Tabuchi, H. | An Experimental Study on the Earthquake Resistance of Steel Plate Cellular Bulkheads with Embedment | 861 |
| Sheikh, S.A. | Confined Concrete Subjected to Axial and Bending Loads | 869 |
| Umehera, H., Jirsa, J.O. | Behavior and Design of Short R.C. Columns | 877 |
| Redwood, R.G., Mitchell, D., Dunberry, M. | Cyclic Load Tests of Composite Beam-to Column Connections | 885 |
| White, R.N., Gergely, P. | Design of Lapped Splices in R/C Beams, Columns, and Flat Elements | 893 |
| Wu, Y., Long, M. | A Study of Behavior of Confined Concrete with Rectangular and Combined Hoops | 901 |
| Fafitis, A., Shah, S.P. | Cyclic Stress-Strain Curves of Concrete Confined with Spirals | 909 |
| Eligehausen, R., Russ, A. | Studies to Minimize the F fleets of Bond Slippage in Exterior Joints of R/C Ductile Moment Resisting Frames | 917 |
| E. Base Isolation and Mechanical Systems for Response Reduction : 925 | ||
|---|---|---|
| Author | Title | Page No |
| Skinner, R.I. | Base Isolated Structures in New Zealand | 927 |
| Megget, L.M. | The Design and Construction of a Base Isolated Concrete Frame Building in Wellington, New Zealand | 935 |
| Arnold, C. | Soft First Stories: Truths and Myths | 943 |
| Arya, A.S. | Sliding Concept for Mitigation of Earthquake Disaster to Masonry Buildings | 951 |
| Petrovski, J., Zdravkovic, S. | Seismic Isolation and Energy Absorption Supporting Elements for Bridge Structures | 959 |
| Stimer, S.F., Chow, F.L. | Curved Plate Energy Absorbers for Earthquake Resistant Structures | 967 |
| Ikonomou, A.S. | Alexisismon Seismic Isolation Levels for Translational and Rotational Seismic Input | 975 |
| Rutenberg, A., Eisenberger, M. | Seismic Response of Base Isolated Asymmetric Shear Buildings | 983 |
| Kitazawa, K., Ikeda, A., Kawamura, S. | Study on a Base isolation System | 991 |
| Sarrazin, M., Araya, R. | Effectiveness of Isolation Devices on the Building Response to Earthquake Loading | 999 |
| Pall, A.S. | Response of Friction Damped Buildings | 1007 |
| Scholl, R.E. | Brace Dampers: An Alternative Structural System for Improving the Earthquake Performance of Buildings | 1015 |
| Liu, S.C., Yang, J.N., Samali, B. | Control of Coupled Lateral-Torsional Motion of Buildings Under Earthquake Excitation | 1023 |
| Caspe, M.S. | Base Isolation from Earthquake Hazards. An Idea Whose Time Has Come | 1031 |
| Staudacher, K. | Structural Integrity in Extreme Earthquakes- The Swiss Full Base Isolation System (3D) | 1039 |
| Delfosse, G.C., Delfosse, P.G. | Earthquake Protection of a Building Containing Radioactive Waste by Means of Base Isolation System | 1047 |
| Key, D. | The Seismic Performance of Energy Absorbing Dampers in Building Structures | 1055 |
| Csak, B., Haase, D.W., Peredy, J. | Elasto-Plastic Spring Elements for Diminution of Seismic Forces and Absorption of Kinetic Energies Respectively/Seismic Isolation | 1063 |
|
(8) NON-STRUCTURAL SYSTEMS AND BUILDING CONTENTS |
||
|---|---|---|
| A. Hazard Evaluation and Human Response : 1075 | ||
| Author | Title | Page No |
| Reitherman, R. | Computer Aided Earthquake Analysis and Planning for Businesses and Organizations | 1077 |
| Liu, Z. Liang, H. | The Architectural Anti-Seismic Design for Urban Residences: The Tangshan and Beijing (Peking) Experience | 1085 |
| Sakamoto, I., Itoh, H., Ohashi, Y. | Proposals for Aseismic Design Method of Nonstructural Elements | 1093 |
| Archea, J., Kobayashi, M. | The Behavior of People in Dwellings During the Off-Urakawa Earthquake of March 21, 1982 | 1101 |
| Shibata, H., Ishibatake, H., Fukuda, T., Komine, H. | Human Operability under Strong Earthquake Condition | 1109 |
| C. Components in Non-Building Structures : 1187 | ||
|---|---|---|
| Author | Title | Page No |
| Heidebrecht, A.C., Schriver, A. | Damping and the Seismic Response of Tertiary Equipment | 1189 |
| Teper, B., Kukreti, B.M., Black, D. | Comparison of Experimental and Analytical Results from Time History Analysis of Multiple Relay Panels | 1197 |
| Soni, A.H. Srinivasan, V. | Seismic Analysis of Rotating Mechanical Systems | 1205 |
| Lin, C.-W. | Effect of a Rigid Valve and a Flexible Valve on Valve Acceleration, Pipe Moment and Support Reactions | 1213 |
| Akiyama, N., Kawakami, H. | Running Stability of Train on Vibrating Track Subjected to Horizontal Excitation | 1221 |
| Ichinose, T., Murakami, M., Ohami, K., Hosokawa, Y. | Behavior of Stacked Crates During Earthquake | 1229 |
| Canon, T.J., Dean, R.G. | Structural Steel Plates Shear Walls | 1237 |
|
(9) EXPERIMENTAL METHODS AND TESTS OF STRUCTURES AND COMPONENTS |
||
|---|---|---|
| A. Experimental Methods—Test Excitation Instrumentation, Data Acquisition, and Measurement Evaluation : 5 | ||
| Author | Title | Page No |
| Lindberg, HE., Mak, R., Bruce, J.R. | Calculation of Soil Motion from Contained Explosive Arrays | 7 |
| Castoldi, A, Calcerano, G., Casirati, M., Pezzoli, P. | ln-Situ Explosion Tests to Determine the Seismic Behaviour of an Underground Large-Size Pipe for Water Supply | 15 |
| Safford, F.B., Masri, S.F. | Development of a Pulse Rocket for Earthquake Excitation of Structures | 23 |
| Saijo, O., Kawanishi, T., Kurata, F., Kato, W. | Introduction of Research and Development of the New Biaxial Underwater Shaking Machine for Ocean Structures and Application to Model Tests | 31 |
| Ohtani, K., Takahashi, H., Fujiwara, K. | Research and Development of Three-Dimensional Shaking Table | 39 |
| Clark, A J., Cross, D.J. | The Effect of Specimen Resonances on Accurate Control of Multiple Degree-of-Freedom Servohydraulic Shaking Tables | 47 |
| Husid, R., Haws, J.H., Patterson, M.M. | A System for Acquiring Earthquake Data on Offshore Oil Platforms | 55 |
| Nigbor, R.L | Full-Scale Ambient Vibration Measurements of the Golden Gate Suspension Bridge—Instrumentation and Data Acquisition | 63 |
| Stockbridge, J.G. | Experimental Methods for Evaluating the Condition of Facades to Resist Seismic Forces | 71 |
| Meyyappa, M., Craig, J.I. | Highrise Building Identification Using Transient Testing | 79 |
| Maguire, J.R., Severn, R.T., Trevelyan, J. | Assessing the Dynamic Properties and Integrity of Structures by the Use of Transient Data | 87 |
| Anderson, J.C., Masri, S.F., Miller, R.K., Sassi, H., Caughey, T.K. | Identification of a Nonlinear Building Model from Response Measurements under Earthquake Excitation | 95 |
| Iemura, H. | Hybrid Experiments on Earthquake Failure Criteria of Reinforced Concrete Structures | 103 |
| Yamazaki, Y., Nakashima, M. | Correlation Between Shaking Table Test and Pseudo Dynamic Test on Steel Structures | 111 |
| Yamanouchi, H., Okamoto, S., Hiraishi, H., Kaminosono, T. | Feasibility Study of Pseudo-Dynamic Test Method by a Full-Scale Simple Structure | 119 |
| Hanson, R.D., McClamroch, N.H. | Pseudo Dynamic Test Method for Inelastic Building Response | 127 |
| Shing, P.B., Mahin, S.A., Dermitzakis, S.N. | Evaluation of On-Line Computer Methods for Seismic Performance Testing | 135 |
| Fanelli, M. | Studies on Earthquake Behaviour of Large Dams | 143 |
| B. Tests of Steel Frames and Components : 151 | ||
|---|---|---|
| Author | Title | Page No |
| Matsui, C, Morino, S., Tsuda, K.' | Inelastic Behavior of Steel Beam-Columns of Box Section under the Constant Vertical and Alternating Horizontal Loads | 153 |
| Saisho, M. | Effects of Axial Deformations and Forces of the Columns on the Dynamic Collapse of Steel Frames under Strong Ground Motions | 161 |
| Radziminski, J.B., Bradburn, J.H. | Experimental Investigation of Semi-Rigid Steel Beam-Column Connections | 169 |
| Udagawa, K., Takanashi, K., Kato, B. | Effects of Displacement Rates on the Behavior of Steel Beams and Composite Beams | 177 |
| Kanata, K., Kohzu, I., Nishizawa, H. | Cumulative Damage of Welded Beam-To-Column Connections in Steel Structures Subjected to Destructive Earthquakes | 185 |
| Takanashi, K., Ohi, K. | Shaking Table Tests on 3-Story Braced and Unbraced Steel Frames | 193 |
| Shibata, M., Wakabayashi, M. | Hysteretic Behavior of K-Type Braced Frame | 201 |
| Taniguchi, H. Takanashi, K. | Inelastic Response Behavior of H-Shaped Steel Column to Bi-Directional Earthquake Motion | 209 |
| Kato, B., Aoki, H., Tagawa, Y | Seismic Behavior of Steel Frames with Composite Girders | 217 |
| Dimsdale, J.S., McNiven, H.D. | Mathematical Modeling of a Frame with Joint Rotation | 225 |
| Fukuta, T,, Yamanouchi, H., Nishiyama, I., Endoh, N., Watanabe, T. | Hysteresis Behavior of Three Story Concentric K-Braced Frames | 233 |
| Goel, S.C., Astaneh-Asl, A. | Cyclic Behavior of Double Angle Bracing Members with Welded Connections | 241 |
| Astaneh-Asl, A., Goel, S.C., Hanson, R.D. | Cyclic Behavior of Double Angle Bracing Members with Bolted Connections | 249 |
| Yang, M.-S. | Shaking Table Studies of an Eccentrically X-Braced Steel Structure | 257 |
| Ono, T., Nakagawa, S. | A Study of the Fracture Behavior of Defective Welded Steel Connections During Earthquake | 265 |
| Yamada, M., Tsuji, B., Tsubakimoto, Y. | Elasto-Plastic and Collapse Behavior of Braced Frames | 273 |
| Kato, B., Morita, M. Tanaka, A., Fujita, N. | Strength and Hysteretic Behavior of Steel Column-to-Footing Connection | 281 |
| C. Tests of Reinforced Concrete Shear Walls, Slabs, and Frames : 289 | ||
|---|---|---|
| Author | Title | Page No |
| Tebbe, J.; Aktan, H.M. | Shear Transfer Behavior of R/C Wall Structural Systems Under Cyclic Loads | 291 |
| Takeda, J-i. | Dynamic Fracture of Concrete Structures due to Severe Earthquakes and Some Consideration on Countermeasures | 299 |
| Yamada, M., Tsuji, B., Kawamura, H., Tani, A., Maeda, I., Takane, H., Haga, M., Kawabata, T., Nakajima, M., Takeuchi, H. | Multistory Bracing Systems of R/C- and Steel-Rigid Frames Subjected to Horizontal Loads, Proposition of Total Evaluation on the Aseismic Capacity for Design | 307 |
| Seki, M., Okada, T. | Nonlinear Earthquake Response Test of Torsionally Coupled Reinforced Concrete Building Frames | 315 |
| Takahashi, J., Shibata, A., Shiga, T. | The Hysteretic Behavior of Shear Walls in the Building of Tohoku University During the Miyagi-Ken-Oki Earthquake | 323 |
| Noguchi, H., Ochiai, M., Ihzuka, S. | Sliding Shear in Cracked Reinforced Concrete Shear Walls Subjected to Reversed Cyclic Shear | 331 |
| Shimazu, T., Araki, H. | Fundamental Study on Dynamic Behaviour of Multi-Story Shear Walls | 339 |
| Porter, M., Greimann, L. | Composite Floor Diaphragm Slab Tests | 347 |
| Moehle, J.P., Diebold, J.W., Zee, H.L. | Experimental Study of a Flat-Plate Building Model | 355 |
| Eto, H.; Takeda, T. | Simulated Earthquake Tests of Reinforced Concrete Frame Structures with Columns Subjected to High Compressive - Stress | 363 |
| Abrams, D.P., Tangkijngamvong, S. | Dynamic Response of Reduced Scale Models and Reinforced Concrete Structures | 371 |
| Carydis, P.G., Psycharis, I.N., Kuribayashi, E. | Experimental Determination of Damping in Reinforced Concrete Frame Structures | 379 |
| Simeonov, B | Experimental Investigation of the Strength, Stiffness and Ductility of RC Structural Walls | 387 |
| Li, Y., Wei, L., Song, R., Liu, Z., Jiang, J. | A New Type of Earthquake Resistant Shear Wall Structure with Slidable Horizontal Friction Joints | 395 |
| Chen, K., Chu, Y., Chang, J., Chen, Z. | Experimental Research on Seismic Behavior of Multistory Frame-Supported and Partially Frame-Supported Shear Wall Structural Systems | 403 |
| D. Tests of Reinforced Concrete Joints and Flexural Members : 411 | ||
|---|---|---|
| Author | Title | Page No |
| Hwang, T.H., Scribner, C.F. | Effect of Load History Variation on Cyclic Response of Reinforced Concrete Flexural Members | 413 |
| Ehsani, M.R., Wight, J.K. | Reinforced Concrete Beam-to-Column Connections Subjected to Earthquake-Type Loading | 421 |
| Durrani, A J., Wight, J.K. | Experimental Study of Interior Beam to Column Connections Subjected to Reversed Cyclic Loading | 429 |
| Kokusho, S., Hayashi, S., Kobayashi, K., Maie, H., Iwakuru, T., Honda, Y. | Experimental and Analytical Study on Reinforcing Method of Reinforced Concrete Beams with Web Opening | 437 |
| Leon, R.T. | The Effect of Floor Member Size on the Behavior of Reinforced Concrete Beam-Column Joints | 445 |
| Suzuki, N. Otani, S., Kobayashi, Y. | Three-Dimensional Beam-Column Subassemblages Under Bidirectional Earthquake Loadings | 453 |
| Muguruma, H. | Ductility Improvement of Concrete Structural Members by Using Laterally Confined Concrete with High Strength Hoop Reinforcement | 461 |
| Ichinose, T., Aoyama, H., Kai, Y. | Experimental Study on Seismic Behavior of Reinforced Concrete Subassemblages with Slitted Spandrel Walls | 469 |
| Morita, S., Kaku, T. | Slippage of Reinforcement in Beam-Column Joint of Reinforced Concrete Frame | 477 |
| Hsu, Y., Hu, C, Chen, Y. | Further Studies on the Behavior of Reinforced Concrete Beam-Column Joint Under Reversed Cyclic Loading | 485 |
| Meli, R., Baeza, J., Rodriguez, M. | Hysteretic Behavior of Concrete Flexural Members Reinforced with High Strength Steel | 493 |
| Briseghella, L., Gori, R. | Aggregate Interlock Cyclic Response of R.C. Critical Sections | 501 |
| E. Tests of Reinforced Concrete Columns : 509 | ||
|---|---|---|
| Author | Title | Page No |
| Park, R., Zahn, F.A., Falconer, T.J. | Strength and Ductility of Reinforced and Prestressed Concrete Columns and Piles Under Seismic Loading | 513 |
| Arakawa, T., Arai, Y. | Effects of the Rate of Cyclic Loading on the Inelastic Behavior of Reinforced Concrete Columns | 521 |
| Mander, J.B. | Experimental Behaviour of Ductile Hollow Reinforced Concrete Columns | 529 |
| Kobayashi, K., Kokusho, S., Takiguchi, K., Boo, C.Y. | Study on the Restoring Force Characteristics of R/C Column to Bi-Directional Deflection History | 537 |
| Hanson, N.W., Rabbat, B.G. | Tests of Ductile Behavior of Lightweight Concrete Columns for Seismic Design | 545 |
| Nagasaka, T. | Effectiveness of Steel Fiber Reinforcement on Improving Carrying Capacities and Deformation Characteristics of Reinforced Concrete Columns | 553 |
| Minami, K. Wakabayashi, M. | Strength and Ductility of Diagonally Reinforced Concrete Columns | 561 |
| Ersoy, U., Tankut, T., Uzumeri, S.M. | Stress-Strain Relationship for Confined Concrete Under Cyclic Loading and Strain Gradient | 569 |
| Joh, D., Shibata, T. | Shear Failure of Reinforced Concrete Columns Due to Biaxial Lateral Forces | 577 |
| Saatcioglu, M. | Reinforced Concrete Columns Subjected to Uniaxial and Biaxial Load Reversals | 585 |
| F. US-JAPAN Co-operative Research Program: Tests of Reinforced Concrete Structures : 593 | ||
|---|---|---|
| Author | Title | Page No |
| Kaminosono, T., Watabe, M., Okamoto, S., Nakata, S., Yoshimura, M. | U.S.-Japan Cooperative Research on R/C Full-Scale Building Test, Part 1: Single-Degree-of-Freedom Psuedo-Dynamic Test | 595 |
| Okamoto, S., Kitagawa, Y., Nakata, S., Yoshimura, M., Kaminosono, T. | U.S.-Japan Cooperative Research on R/C Full-Scale Building Test, Part 2: Damage Aspects and Response Properties Before Repair Works | 603 |
| Nakata, S., Itoh, H., Baba, A. Okamoto, S. | U.S.-Japan Cooperative Research on R/C Full-Scale Building Test, Part 3: Installation of Nonstructural Elements and Repair Works, Damage Aspects and Hysteresis Properties After Repair | 611 |
| Midorikawa, M., Kitagawa, Y. | U.S.-Japan Cooperative Research on R/C Full-Scale Building Test, Part 4: Dynamic Characteristics of the Building | 619 |
| Kabeyasawa, T. Shiohara, H., Otani, S. | U.S.-Japan Cooperative Research on R/C Full-Scale Building Test, Part 5: Discussion of Dynamic Response System | 627 |
| Yoshimura, M., Tsubosaki, H. | U.S.-Japan Cooperative Research on R/C Full-Scale Building Test, Part 6: Ultimate Moment-Resisting Capacity | 635 |
| Sattery-Javid, V., Wight, J.K. | Results from the Simulated Earthquake Tests of a Full Size Reinforced Concrete Building in Tsukuba, Japan | 643 |
| Aktan, A.E., Bertero, V.V. | Earthquake Response of a 1/5 Scale Model of a Seven-Story R/C Frame-Wall Structural System | 651 |
| Charney, F.A., Chowdhury, A.A. | Correlation of the Analytical and Experimental Responses of a 1/5-Scale Model Seven-Story R/C Frame-Wall Structure | 659 |
| Kitagawa, Y., Kubota, T., Kaminosono, T., Kubo, T. | Correlation Study on Shaking Table Tests and Pseudo- Dynamic Tests by R.C. Models | 667 |
| Wolfgram, C.E. | Experimental Modeling and Analysis of Three-One-Tenth Scale Reinforced Concrete Models of the BRI Test Structure | 675 |
| Wallace, B., Krawinkler, H. | U.S.-Japan Cooperative Research Program on Large-Scale Testing—Prediction of Prototype Response from Small-Scale Model Tests | 683 |
| Joglekar, M.R., Murray, P.A., Jirsa, J.O., Kingner, R.E. | Full Scale Tests of Beam-Column Joints | 691 |
| Morgan, B.J., Hiraishi, H., Corley, W.G. | U.S.-Japan Cooperative Research Program Tests of One-Third-Scale Planar Wall Assemblies | 699 |
| G. Tests of Pre-cast and Prestressed Concrete Structures : 707 | ||
|---|---|---|
| Author | Title | Page No |
| Okada, K., Kobayashi, K., Inoue, S. | Inelastic Performance of Prestressed Concrete Beams under Cyclic Flexure | 709 |
| Oliva, M.G., Shahrooz, B.M. |
Shaking Table Tests of Wet Jointed Precast Panel Walls
|
717 |
| Li, G. | Destructive and Non-Destructive Tests of Framed Light-Weight Panel Buildings | 725 |
| Sakaguchi, N. | Elasto-Plastic Behavior of Shearwall with Rotational PC-Panel and Unbonded Steel Plate | 733 |
| Shen, J-m., Li, D-s., Fu, P-z. | Experimental Study on Earthquake Response of Models of Precast R.C. Flat Slab Building Structures | 741 |
| Stanton, J.F., Pizzano, B.A., Apolis, J.S. | Lateral Load Tests on Prestressed Piles | 749 |
| Harris, H.G., Caccese, V. | Seismic Behavior of Precast Concrete Large Panel Buildings Using a Small Shaking Table | 757 |
| Cauvin, A., Zanon, P. | Test Results on Key Joints of Large Panel Prefabricated Buildings Subject to Cyclic Reversed Actions | 765 |
| Velkov, M., Ivkovich, M., Perishich, Z. | Experimental and Analytical Investigation of Prefabricated Large Panel Systems to be Constructed in Seismic Regions | 773 |
| Chu, Y.; Liu, Y., Chen, R., Guan, Q., Shou, G. | Experimental Study on the Seismic Behavior of Multistory Precast Large Panel Residential Buildings | 781 |
| H. Tests of Masonry and Low-Cost Housing Structures : 789 | ||
|---|---|---|
| Author | Title | Page No |
| Li, L. | Base Isolation Measure for Aseismic Buildings in China | 791 |
| Pezzullo, A. | After Earthquake 23 Nov. 1980 Tests "In Situ" of Masonry Wall Structures | 799 |
| Xu, P., Wu, L., Hao, R. | Investigation of Seismic Behavior of Shear Wall Structural System for Low Cost Housing | 807 |
| Hidalgo, P.A., Luders, C. | Earthquake Resistant Design of Reinforced Masonry Buildings | 815 |
| de Beeck, M.S., Bartolome, A.S. | Relevant Masonry Projects Carried out in the Structures Laboratory at the Catholic University of Peru | 823 |
| Xia, J., Chen, M. | Experimental Study on Aseismic Behaviors of Brick Buildings | 831 |
| Focardi, F., Manzini, E. | Diagonal Tension Tests on Reinforced and Non-Reinforced Brick Panels | 839 |
| Tomazevic, M., Zarnic, R. | Shaking-Table Study of a Four-Story Masonry Building Model | 847 |
| Manos, G.C., Clough, R.W., Mayes, R.L. | A Three Component Shaking Table Study of Dynamic Response of a Single Story Masonry House | 855 |
| Zarnic, R., Tomazevic, M. | The Behaviour of Masonry Infilled Reinforced Concrete Frames Subjected to Cyclic Lateral Loading | 863 |
| I. Tests of Equipment and Structures Other Than Buildings : 871 | ||
|---|---|---|
| Author | Title | Page No |
| Gates, J.H. Smith, M.J. | Results of Ambient Vibration Testing of Bridges | 873 |
| Abdel-Ghaffar, A.M., Scanlan, R.H., Diehl, J.G. | Full Scale Ambient Vibration Measurements of the Golden Gate Suspension Bridge | 881 |
| Douglas, B.M., Richardson, J.A. | Maximum Amplitude Dynamic Tests of a Highway Bridge | 889 |
| Park, R.J.T., Priestley, M.J.N., Walpole, W.R. | The Seismic Performance of Steel-Encased Reinforced Concrete Bridge Piles | 897 |
| Gle, D.R., Woods, R.D. | Predicted Versus Observed Dynamic Lateral Response of Pipe Piles | 905 |
| Mutsuyoshi, H., Machida, A. | Dynamic Properties of Reinforced Concrete Piers | 913 |
| Kimura, S., Inohara, T., Okuta, K. | Experimental Study on Seismic Performance of Steel Towers for Microwave Antennas and the Development of Seismic Performance Evaluation Method | 921 |
| Maeno, Y., Hanada, K., Sakamoto, Y., Yamagishi, H. | Dynamic Properties of UHV Power Transmission Towers— Full-Scale Tests and Numerical Investigation | 929 |
| Sasaki, Y., Yoshimura, J. | Dynamic Behavior of Concrete Stave Silos | 937 |
| Minowa, C. | Experimental Studies of Aseismic Properties of Various Type Water Tanks | 945 |
| Ogawa, N. | A Vibration Test of Earthquake Induced Hydraulic Effects of Liquid-Filled Pipelines | 953 |
| Klingner, R.E., Mendonca, J.A., Malik, J.B. | Reinforcing Details for Anchor Bolts Subjected to Reversed Cyclic Shear | 961 |
| Tyler, R.G. | Developments in Energy Absorbing Devices at the Physics and Engineering Laboratory, DS1R, New Zealand | 969 |
| Luz, E., Gurr-Beyer, C., Stocklin, W. | Experimental Investigations of Natural Frequencies and Modes of the HDR Nuclear Power Plant by Means of Micro tremor Excitation | 977 |
| Tanaka, H., Shibasaki, N., Yoshida, H., Hanada, K., Ueshima, T., Uchiyama, S., Ueno, K., Ishibashi, T. | Forced Vibration Test of a Reactor Building and Its Analytical Studies | 985 |
| Sherif, M.A., Fang, Y-S. | Dynamic Earth Pressures on Rigid Walls Rotating About the Base | 993 |
|
(10) SPECIAL STRUCTURES AND CRITICAL FACILITIES |
||
|---|---|---|
| A. Special Structures | ||
| Author | Title | Page No |
| Chelapati, C.V., Takahashi, S.K. | Earthquake Resistance of Drydocks | 7 |
| Hu, Y., Hu, Y., Chen, X.-W. | Analysis of Earthquake Damage of Brick Smokestacks | 15 |
| Giuffre, A., Giannini, R,, Masiani, R. | Seismic Reliability Analysis of Structures and Piping Systems in Nuclear Power Plants | 23 |
| Shih, T.Y., Chen, Y.C. | Random Vibration of High-Rise Chimney under Gravity and Earthquake Loads | 31 |
| Katayama, I., Annaka, T., Fujii, Y., Kishida, Y. | An Approach to Evaluation of the Stability of Radioactive Waste Storage Caverns in Geological Time Period | 39 |
| Dowding, C.H., Belytschko, T.B., Yen, H.J. | Response of Caverns in Jointed Rock to High Frequency Earthquake Motions | 47 |
| Cox, J.W., Kagawa, T., Lin, Y.T. | Development and Application of a Procedure for Seismic Design of Offshore Platforms | 55 |
| Gates, W.E., Hu, D.P. | Seismic Risk Assessment of LNG Storage Tanks | 63 |
| Wisch, D.J., Wilson, B.M., Chen, D.C.C. | Bi-Level Seismic Design of Offshore Platform in 670 Feet of Water | 71 |
| Santhakumar, A.R. | A Case Study of the Collapse of a 45M Steel Structure (Coal Bunker) due to High Intensity Dynamic Loading | 79 |
| Pavel, C., Agent, R., Pusca, A. | Aseismic Design of Cereal Silos in Romania | 87 |
| Gillies, A.G., Hollings, J.P., Shelton, W.B. | Seismic Design of a Major Petrochemical Complex | 95 |
| Nakamura, M., Izumi, S. | Quantitative Analysis of Observed Seismic Strains in Underground Structures in Japan | 103 |
| B. Power Generation and Transmission : 111 | ||
|---|---|---|
| Author | Title | Page No |
| Muto, K., Tsugawa, T., Takenaka, Y., Sato, S., Toyama, K., Kamagata, S. | Aseismic Capability of a Large Turbine Building Under Severe Earthquake | 121 |
| Meehan, R.L. | Fault Ground Rupture Beneath a Nuclear Reactor | 129 |
| Nakagawa, K., Tamura, K., Ohmura, B., Watanabe, S., Kaneko, M., Tsunoda, T., Yasui, Y. | Experimental Study on Vibrational Characteristics of Boiler Building of Thermoelectric Power Plant | 133 |
| Bell, C.G. | Early Advances in Seismic Standards for American Power Reactors | 141 |
| Chandrasekaran, A.R., Singhal, N.C. | Behavior of a 220 KV Transformer Under Simulated Earthquake Conditions | 149 |
| Dong, W.M., Zhou, S. | Full Scale Earthquake Experiments of Electrical Equipment | 157 |
| Ermutlu, H.E. | Seismic Safety Investigation of an Old Hydro-Power Plant | 165 |
| Kennedy, R.P., Ravindra, M.K. | Seismic Risk Analysis Applied to Nuclear Power Plants | 173 |
| Schiff, A.J. | Seismic Design Practice for Electric Power Substations | 181 |
| Lopez, G.A., Makimoto, Y., Mii, T., Mitsuhashi, K., Pankow, B. | Analytical-Experimental Dynamic Analysis of the EI Centro Unit No. 4 Steam Generator Under the Effects of the October 15, 1979, Imperial Valley Earthquake | 189 |
| C. Pipelines : 197 | ||
|---|---|---|
| Author | Title | Page No |
| Akiyoshi, T., Fuchida, K. | Seismic Interaction of Soil Pipeline System Through the Frictional Interface | 199 |
| Singhal, A.C. | Nonlinear Behavior of Pipeline Joints | 207 |
| O'Rourke, T.O., McCaffrey, M.A. | Buried Pipeline Response to Permanent Earthquake Ground Movements | 215 |
| Anderson, T.L. | Pipeline Fault-Crossing Design Strategy | 223 |
| Iwamoto, T., Wakai, N., Yamaji, T. |
Observation of Dynamic Behavior of Buried Pipelines During Earthquakes | 231 |
| Kitaura, M., Miyajima, M. | Experiments on Damage Mitigation of Buried Pipelines due to Liquefaction | 239 |
| Tsukamoto, K., Nishio, N., Satake, M., Asano, T. | Observation of Pipeline Behavior at Geographically Complex Site During Earthquakes | 247 |
| Takada, S. | Model Analysis and Experimental Study on Mechanical Behavior of Buried Ductile Iron Pipelines Subjected to Large Ground Deformations | 255 |
| Hori, K., Takada, S. | Seismic Damage Prediction of Buried Pipelines in Due Consideration of .Joint Mechanism | 263 |
| Ariman, T. | Buckling and Rupture failures of Pipelines Due to Large Ground Deformations | 271 |
| Hand, F.R., Sun, C.N., Hoskins, J.M. | Full Scale Testing and Seismic Qualification of Cement Mortar Lined Carbon Steel Pipe | 279 |
| Brancaleoni, F., Ciampi, V., Samuelli, A. | The Seismic Behavior of Jointed Prestressed Concrete Pipelines | 287 |
| Datta, S.K., Chakraborty, T., Shah, A.H. | Dynamic Response of Pipelines to Moving Loads | 295 |
| Liolios, A., Pitilakis, k. | Unilateral Soil-Pipeline Interaction Analysis under Seismic Excitation | 303 |
| Rascon, O.A., Munoz, C.J. | Recommendations for Seismic Analysis of Buried Pipe Lines | 309 |
| D. Dams : 317 | ||
|---|---|---|
| Author | Title | Page No |
| Bhatia, K.G., Natarajan, R. | Failure Criteria of Rock fill Dam During Earthquake Using No Tension Approach | 319 |
| Paskalov, T. | Permanent Displacement Estimation on Embankment Dams due to Earthquake Excitations | 327 |
| Franzini, J.B., McCann, M.W., Jr., Shah, H.C. | Application of Probability Risk Analysis to the Safety of Dams | 335 |
| Rashed, A.A., Iwan, W.D. | Earthquake Response of Short-Length Gravity Dams | 343 |
| Paul, D.K. | Influence of Reservoir and Dam on the Hydrodynamic Pressure | 351 |
| Zhu, W., Luo, X., Liu, S., Liu, D. | Prototype Dynamic Test and Theoretical Analysis of a Concrete Gravity Dam | 359 |
| Fedock, J.J. | Strong Motion Instrumentation of Earth Dams | 367 |
| Yazawa, T., Wieland, M. | Simplified Earthquake Analysis of Gravity Dam-Foundation System | 375 |
| E. Storage Tanks : 383 | ||
|---|---|---|
| Author | Title | Page No |
| Arros, J., Sogabe, K. | Behavior of Liquid Storage Tanks Under Earthquake Loading | 385 |
| Nishihashi, S., Yokoyama, M., Izumi, H., Murano, M. | Earthquake Observation and Coupled Vibrational Analysis of Cylindrical Water Storage Tank | 389 |
| Gutierrez, J.A. | Seismic Design Considerations for a Surface Supported Surge Tank | 397 |
| Goto, Y., Shirasuna, T. | Studies on Earthquake-Resistant Design of Grouped Underground Tanks in Soft Ground | 405 |
| Shirasuna, T., Goto, Y. | Response Behavior of Large Scale Underground Tank During Earthquake | 413 |
| Haroun, M.A., Tayel, M.A. | Dynamic Behavior of Cylindrical Liquid Storage Tanks Under Vertical Earthquake Excitation | 421 |
| Bo, G.M., De Stefano, A. | Simplified Dynamic Analysis of Truncate Conical Water-Tanks | 429 |
| Kunieda, H. | Earthquake Response of Liquid Storage Thin Spherical Tanks | 437 |
| Chen, G. | Why the "Elephant's Foot" Phenomenon of Liquid Storage Tank Happened | 445 |
| Veletsos, A.S., Kumar, A. | Dynamic Response of Vertically Excited Liquid Storage Tanks | 453 |
|
(11) LIFELINES—UTILITY, TELECOMMUNICATION, AND TRANSPORTATION SYSTEMS |
||
|---|---|---|
| A. Water and Sewage : 465 | ||
| Author | Title | Page No |
| Chopra, A.K., Fok, K.-L | Evaluation of Simplified Earthquake Analysis Procedures for Intake-Outlet Towers | 467 |
| Isoyama, R. | Serviceability of Water Transmission Network Systems During Post-Earthquake Period | 475 |
| Wang, L.R.-L. | Parametric Investigation of Buried Pipelines under Various Seismic Environments | 483 |
| Kameda, H., Goto, H., Kasuga, T. | System Reliability and Serviceability of Water Supply Pipelines under Seismic Environment | 491 |
| Marachi, N.D. | Comparison of Seismic and Non-Seismic Hazard Exposure Costs for a Major Water Transmission System | 499 |
| Eguchi, R.T., Taylor, C.E. | Seismic Reliability Analysis of Water Filtration Plants | 507 |
| B. Telecommunication : 515 | ||
|---|---|---|
| Author | Title | Page No |
| Shinozuka, M., Isenberg, J., Benaroya, H. | Telecommunications Lifelines in a Seismic Environment | 517 |
| Morimoto, M., Okumura, T.
Oyane, K., Kuroyanage, Y. Kajimoto, T. |
Observations of the Seismic Behavior of Outdoor Telecommunication Facilities | 525 |
| C. Transportation : 533 | ||
|---|---|---|
| Author | Title | Page No |
| He, D. | Collapse of Luan Bridge During Tangshan Earthquake A Case-History Study | 535 |
| Kubo, K. | Quantitative Evaluation of Antiseismicity of Bridges | 541 |
| Kawakami, H. | Comparison Between Surveyed and Estimated Deformations of Tunnel Structure in Focal Region | 549 |
| Xiang, H. | Earthquake Analysis of Cable-Stayed Bridges Under the Action of Traveling Waves | 557 |
| Tanaka, T., Oshitari, M. | Earthquake Resistant Design of an Immerses Tunnel Considering the Effects of Traveling Waves | 565 |
| D. Lifeline Risk Analysis : 573 | ||
|---|---|---|
| Author | Title | Page No |
| Zierten, M.R., Rao, S.J.K. | A Model "Lifelines" Approach to Earthquake Preparedness | 577 |
| Yamada, Y., Noda, S. | Optimum Post-Earthquake Recovery of t Lifeline Systems by Importance Analysis | 585 |
| McDonough, P.W. | A Utah Utility Addresses Seismic Hazards | 593 |
| Kuribayshi, E., Nakamura, S., Aoshima, N., Kawamura, M. | A Review of Disaster Preventive Measures for Lifelines | 601 |
|
(12) URBAN DESIGN, SOCIOECONOMIC ISSUES, AND PUBLIC POLICY |
||
|---|---|---|
| A. Urban Vulnerability Studies : 613 | ||
| Author | Title | Page No |
| Stenbrugge, K.V., Algermissen, S.T., Lagorio, H.J. | Determining Monetary Losses and Casualties for Use in Earthquake Mitigation and Disaster Response Planning | 615 |
| Lagorio, H.J. | Urban Design Vulnerability Components | 623 |
| Fiorelli, F. | Regional Planning in a Seismic Situation; Methodological Criteria and References to Southern Italy | 631 |
| Oliveira, C.S., Mendes Victor, L.A. | Prediction of Seismic Impact in a Metropolitan Area Based on Hazard Analysis and Microzonation Methodology for the Town of Lisbon | 639 |
| Sandi, H. | A Report on Vulnerability Analysis Carried Out in the Balkan Region | 647 |
| Ohashi, H., Ohta, Y. | Importance of Indoor and Environmental Performance Against an Earthquake for Mitigating Casualties | 655 |
| Kamagi, H., Goto, N., Ohta, Y. | Video Recording of Human Behaviors under Seismic Shakings—Brief Interpretation of Collected Data and Pilot Test for Systematic Observation | 663 |
| Luft, R.W., Schodek, D.L. | Identifying and Mapping Seismically Hazardous Housing in Urban Areas | 671 |
| Coburn, A.W., Kubin, J., Spence, R.J.S. | Vulnerability and Seismic Risk Reduction for Rural Housing in Turkey | 679 |
| Davis, J.F., Gray, C.H., Jr., Kahle, J.E. | Earthquake Planning Scenarios for Magnitude 8.3 Earthquakes on the San Andreas Fault Near Los Angeles and Near San Francisco, California | 687 |
| B. Urban Planning for Hazard Mitigation : 695 | ||
|---|---|---|
| Author | Title | Page No |
| Irisawa, H,, Kumagai, Y., Watanabe, M. | The Comprehensive Planning Against Urban Disasters in Wakayama City | 697 |
| Eisner, R.K. | Earthquake Countermeasure Planning: Developing a Model Methodology for an American City | 705 |
| Shapiro, H.A. | Toward an Ecological Approach to the Environmental Planning of Coastal Cities in Japan | 713 |
| Nakamura, H. | Urban Planning for Disaster in Japan: The Model Plan of Tokyo-Kokubunji | 721 |
| Heikkala, S., Greene, M., May, P., Bolton, P., Wolfe, M. | A Land Use Planner's Handbook to Developing an Earthquake Risk Reduction Strategy | 729 |
| Croly, B., Danehy, E.A. | Applying Technology to Land Use Planning | 737 |
| Kockelman, W.J. | Use of Geologic and Seismologic Information for Earthquake-Hazard Reduction by Planners & Decision Makers | 745 |
| Yin, R.K.; Moore, G.B. | The Utilization of Natural Hazards Research | 753 |
| Clark, M. | Framework for Integrating Earthquake Risk Mitigation into the Comprehensive Planning Process | 761 |
| Tsukagoshi, I., Tanahashi, I., Iwakawa, N., Itoigawa, E., Murosaki, M., Kumagai, Y., Ogawa, Y., Satoh, T. | A Study on Urban Fire Prevention in Case of A Big Earthquake | 769 |
| Oppenheim, I.J. | Modeling Earthquake-Induced Fire Loss Urban | 777 |
| Kobayshi, M. | Urban Post - Earthquake Fires in Japan | 785 |
| Preuss, J. | Comprehensive Planning in Tsunami Prone Areas | 793 |
| Kuroiwa, J., Alegre, E., Smirnoff, V., Kogan, J. | Urban Planning for Disaster Prevention in the Low Coastal Area of Metropolitan Lima | 801 |
| C. Reconstruction Planning : 809 | ||
|---|---|---|
| Author | Title | Page No |
| Alvarez, L. | Pre-Earthquake Planning for Post-Earthquake Reconstruction in Los Angeles, California | 811 |
| Spangle, W.E. | Pre-Earthquake Planning for Post-Earthquake Rebuilding in the City of Los Angeles | 819 |
| Crespi, G.R. | Urban Design and Regional Planning in Seismic Areas: Experiences and Reconstruction Procedures in Southern Italy | 827 |
| Blair, M.L. | Observations on Planning for Rebuilding in Areas of Ground Failure | 835 |
| Tebbal, F. | Recommendations for Regional Planning of the Province of Chief (El Asnam) after Regional Risk Analysis | 843 |
| Ferritto, J.M. | Economics, Expected Damage, and Costs of Seismic Strengthening | 851 |
| McClure, F.E. | Development and Implementation of the University of California Seismic Safety Policy | 859 |
| Durkin, M.E. | Alternative Methods for Hazard Reduction in Unreinforced Masonry Buildings | 867 |
| Manandhar, R. | Peoples' Earthquake Engineering in Nepal | 875 |
| D. Risk and Public Issues : 883 | ||
|---|---|---|
| Author | Title | Page No |
| Rosenblueth, E. | Combining Expert Opinions for Decision Making | 885 |
| Brown, J.E. | California Prepares for a Great Earthquake | 893 |
| Quarantelli, E.L. | The Preparations of Citizen Groups for Earthquakes: The Atypical Mature of such Groups and the Conditions for Their Emergence | 901 |
| Huffman, J.L. | Policy Implications of Legal Liability for Government Involvement in Earthquake Engineering | 909 |
| Atkinson, G.M., Charlwood, R.G. | Rational Seismic Design Criteria for Critical Structures: Some Concepts and Comparisons | 917 |
| Eagling, D.G. | The Facility Manager's Role in Earthquake Safety | 925 |
| Tapel, R.E., Sutcliffe, J.H., Wilson, L.D., | Development of Post-Earthquake Dam Inspection Procedures for Nine Earthen Dams in Santa Clara County, California | 933 |
| Scawthorn, C. | The Locational Approach to Seismic Risk Mitigation: Application to San Francisco | 939 |
| Razani, R., Nielsen, N.N. | Valuation of Human Life in Seismic Risk Analysis | |
| Author | Title | Page No |
|---|---|---|
| Press Frank | Keynote Address: The Role Of Science And Engineering In Mitigating | 13 |
| Housner G.W. | Historical View Of Earthquake Engineering | 25 |
| Housner George, Muto K., Penzien J. | Prestation Of The EERI Award To Dr. Kiyoshi Muto | 39 |
| Bolt Bruce | Seismology as a Factor in Eathquake Engineering | 47 |
| Krishna Jai | Influence of Seismic Environment on Design Of Major Structures | 57 |