PROCEEDINGS OF THE SEVENTH WORLD CONFERENCE ON
EARTHQUAKE ENGINEERING
ISTANBUL, TURKEY, 1980
Volume
I, Volume
II, Volume III, Volume
IV, Volume V, Volume VI, Volume VII, Volume
VIII and Volume IX
| Author | Title | Page No |
|---|---|---|
|
Villiam B . Joyner , David M, Boore |
A STOCHASTIC SOURCE MODEL FOR SYNTHETIC STRONG-MOTION SEISMOGRAMS |
1 |
|
Kazuoh Seo, Hiroyoshi Kobayashi |
ON THE RATHER LONG-PERIOD EARTHQUAKE GROUND MOTIONS DUE TO DEEP GROUND STRUCTURES OF TOKYO AREA |
9 |
|
Thomas Vladut |
PREDICTION OF INDUCED SEISMIC PHENOMENA RELATED TO RESERVOIRS |
17 |
|
T.C. Gopalakrishnan, C.C. Tung |
25 | |
|
Francisco J. Sanchez-Sesma, Jorge A. Esquivel |
33 | |
|
S. Takada, J.P. Wright, H. Ohiro |
SIMULATION OF TRAVELLING SEISMIC WAVES FOR LIFELINE ENGINEERING |
41 |
| A.A. Gusev, S.A. Fedotov |
SHORT-PERIOD SEISMIC RADIATION AND ESTIMATION OF STRONG MOTION FROM LARGE EARTHQUAKE |
49 |
| Hans Van der Kogel, Joel Sweet |
SOME EFFECTS OF ANISOTROPY ON THE WAVE PROPAGATION IN SATURATED POROUS MEDIA |
57 |
|
Men Fulu |
DISSIPATION AND DISPERSION OF SEISMIC WAVES IN WATER-SATURATED STRATA |
65 |
|
A.G. Nazarov, S,S. Darbinian, R.O. Amasian, N.K. Karapetian, S.A. Pirusian, L.A. Mkhitarian |
QUANTITATIVELY-BASED SOLUTIONS OF SOME PROBLEMS OF ENGINEERING SEISMOLOGY |
73 |
|
M. Dravinski |
GROUND MOTION NEAR A STRIKE-SLIP VERTICAL DISLOCATION IN MULTI-LAYERED ELASTIC MEDIUM |
81 |
|
Masanori Izumi, Takahide Watanabe, Hiroshi Katukura |
INTERRELATIONS OF FAULT MECHANISMS, PHASE INCLINATIONS AND NONSTATIONARITIES OF SEISMIC WAVES |
89 |
|
Milan Arsovski |
97 | |
| Ching-Shi Liu, David T.Tang, Nien-Tsu Tseng | AN AFTERSHOCK MECHANISM ORIGINATED FROM FLUID FLOW | 102 |
| Aptikaev, F. , Kopnichev, J. | CORRELATION BETWEEN SEISMIC VIBRATION PARAMETERS AND TYPE OF FAULTING | 107 |
| Yutaka Togashi, Masanori liba | WAVE PROPAGATION PROPERTIES OF A MULTI-PILE REINFORCED SOIL LAYER BY A CONTINUUM MIXTURE THEORY | 111 |
| Robert E. Wallace | ACTIVE FAULTS, PALE0SEISMOLOGY, AND EARTHQUAKE HAZARDS | 115 |
| B.A. Borissoff | THE GEOLOGICAL CONDITIONS OF SEISMICITY OF THE SOUTHERN SLOPE OF THE GREAT CAUCASUS | 123 |
| Teiji Tanaka, Kaio Osada | OBSERVATION AND ANALYSIS OF MICROTREMORS UNDERGROUND | 131 |
| Hiroshi Kagami, C. Martin Duke, George Liang, Jun Horita | OBSERVATION OF LONG-PERIOD MICRO TREMORS WlTH SPECIAL REFERENCE TO AN EVALUATION OF LONG-PERIOD SEISMIC MOTIONS ON THE EXTREMELY DEEP SOIL DEPOSIT | 139 |
| Bing C. Yen, Roberto Condoretti | MICROZONATION OF SLOPES IN A SEISMICALLY ACTIVE FOOTHILL REGION-A CASE STUDY | 147 |
| Yoshihiro Sugimura | AN ATTEMPT OF MICROZONATION IN AND AROUND SENDAI CITY | 155 |
| Shou Peixiu, Liu Zengwu, Xu Yiaotin | APPLICATION OF SHEAR WAVE VELOCITY ON SEISMIC MICRO-ZONING | 163 |
| David Cummings, David J. Leeds | SEISMOTECTONIC ZONING OF TURKEY USING THEORETICAL MECHANICS | 169 |
| K. Ergin, S. Biiyuka§ikoglu | MICRO EARTHQUAKE STUDIES AND SEISMICITY OF AKKUYU (TURKEY) NUCLEAR POWER PLANT SITE | 177 |
| Sahil A. Alsinawi , Haqi I. Moosawi | SEISMIC ZONING AND OTHER SEISMIC PARAMETERS CONSIDERATION FOR IRAQ | 185 |
| Hemendra K. Acharya | REGIONAL VARIATIONS IN THE RUPTURE LENGTH-MAGNITUDE RELATIONSHIPS | 193 |
| Ashwani Kumar, P.N. Agraval, Viera Masih | SEISMICITY SURVEY OF TEHRI DAM REGION PRIOR TO THE RESERVOIR IMPOUNDING | 197 |
| S.K. Mam, P.N. Agrawal | DISCUSSION ON TILT DATA FOR TWO INDIAN SITES | 201 |
| Etsuzo Shima | ON THE DEEP UNDERGROUND STRUCTURE OF TOKYO METROPOLITAN AREA | 205 |
| Silva BÜyÜka§ikoğlu | EURASIAN-AFRICAN PLATE BOUNDARY IN SOUTHERN TURKEY AND EASTERN MEDITERRANEAN | 209 |
| W. Sponheuer, G. GrÜnthal, A.Kunze, P.Bormann | SEISMIC ACTIVITY IN THE GERMAN DEMOCRATIC REPUBLIC | 213 |
| Masakazu Ozaki | STUDY OF REGIONAL CHARACTERISTICS OF EARTHQUAKE M3TIONS BASED ON ACTIVITY IN JAPAN | 217 |
| J.G.Padale, P.D.Gosavi, S.C. Marvadi, S.K. Guha | COMPREHENSIVE STUDY OF SEISMICITY AND ASSOCIATED PHENOMENA IN THE KOYNA REGION (INDIA) | 221 |
| Mehmet A. Sherif, Isao Ishibashi | BASIC REQUIREMENTS FOR MICROZONATION | 225 |
| Naotzune Taga, Tadashi Miyazaki | MICROSEISMS OF THE NOHBI PLAIN IN JAPAN | 229 |
| K.L. Kaila, N. Madhava Rao | EXPECTED MAXIMUM MAGNITUDE, INTENSITY AND PEAK HORIZONTAL GROUND ACCELERATION MAPS OF THE HIMALAYAN REGION | 233 |
| Kikuji Kobayashi | A METHOD FOR PRESUMING DEEP GROUND SOIL STRUCTURES BY MEANS OF LONGER PERIOD MICROTREMORS | 237 |
| Sahil A. Alsinawi, Basil S. Ayar | A MICROSEISMIC STUDY IN THE DERBENDIKHAN DAM AREA NORTH EASTERN IRAQ | 241 |
| G. Berz, A. Smolka | A WORLD MAP OF SEISMIC RISK AND ITS APPLICATION TO INSURANCE | 245 |
| W. Harsch, T. Kuepfer | SEISMOTECTONIC IMPLICATIONS OF RELATIVE MOTIONS BETWEEN THE AFRICAN ARABIAN AND TURKISH PLATES | 253 |
| B. Rast, R. Saegesser | ON THE SYSTEMATICS IN DEFINING SEISMIC ZONES | 261 |
| Carlos S. Oliveira | SEISMIC HAZARD ANALYSIS FOR ZONES OF INTERMEDIATE SEISMICITY | 269 |
| John G. Anderson | CONSISTENCY OF PROBABILISTIC SEISMIC RISK METHODS | 277 |
| Sadaiku Hattori | SEISMIC RISK MAPS IN TURKEY, IRAN AND MEDITERRANEAN AREAS | 285 |
| Ricardo T. Duarte | AN INVESTIGATION ON THE INFLUENCE OF LARGE MAGNITUDE EARTHQUAKES ON SEISMIC RISK | 293 |
| M. Semih Yilcemen | UNCERTAINTY ANALYSIS IN THE EVALUATION OF SEISMIC RISK | 301 |
| Rifat Yarar, Oktay Ergϋnay, Mustafa Erdik, Polat Gϋlkan | A PRELIMINARY ASSESSMENT OF SEISMIC HAZARD FOR TURKEY | 309 |
| Christian P. Mortgat, Kenneth W. Campbell, Lawrence H. Wight | THE USE OF EXPERT OPINION IN THE ESTIMATION OF EASTERN UNITED STATES EARTHQUAKE HAZARD | 317 |
| Dimitri Athanasiou-Grivas, Rune Dyvik, Jonathan Howland | AN ENGINEERING ANALYSIS OF THE SEISMIC HISTORY OF NEW YORK STATE | 324 |
| Tsuneo Katayama | DISTRIBUTION OF STRUCTUREfS-PERIOD-DEPENDENT SEISMIC RISK IN JAPAN | 331 |
| V. Karnik, Z. Schenkova, V. Schenk | SEISMIC RISK ESTIMATES FOR CENTRAL EUROPEAN SITES | 339 |
| Robin K. McGuire, Theodore P. Barnhard | NONSTATIONARY ESTIMATES OF SEISMIC HAZARD USING THE CHINESE EARTHQUAKE CATALOG | 347 |
| Anne S. Kiremidjian, Thalia Anagnos | A HOMOGENEOUS ALTERNATING MARKOV MODEL FOR EARTHQUAKE OCCURRENCES | 355 |
| H. Kameda, H.Goto, Y. Ishikawa | RISK ASSESSMENT OF RUNNING VEHICLES AGAINST RANDOMLY OCCURRING STRUCTURAL FAILURES DURING EARTHQUAKES | 363 |
| M.H.Kazi, A. Niazy | ON THE PARTITIONING OF ENERGY IN LOWE DIFFRACTION PROBLEMS IN LATERALLY DISCONTINUOUS STRUCTURES | 371 |
| Teruo Kamada | EARTHQUAKE FORCE PREDICTION CONSIDERING LOCAL SEISMIC SOURCE ACTIVITY | 379 |
| Sadaiku Hattori | SEISMIC RISK MAPS IN ASIAN COUNTRIES-CHINA, PHILIPPINES, INDONESIA AND OTHERS | 383 |
| E. Gajardo, M. Contreras | SEISMIC RISK EVALUATION STUDIES FOR ZONES WITH SCARCE AMOUNT OF DATA | 387 |
| Hemendra K. Acharya |
SEISMIC AND TSUNAMIC RISK IN THE PHILIPPINES |
391 |
| Author | Title | Page No |
|---|---|---|
| Ikuei Muramatu | A VELOCITY TYPE STRONG MOTION SEISMOGRAPH WITH WIDE FREQUENCY AND DYNAMIC RANGE | 1 |
| R.D. Borcherdt, R.B. Matthiesen | U.S. STRONG MOTION PROGRAMS | 9 |
| Yutaka Nakamura | A METHOD FOR NUMERICAL CALCULATION OF DYNAMIC CHARACTERISTICS CONVERSION OF SEISMOMETERS | 17 |
| Arturo Arias-; Horacio Sandoval | SAMPLING AND INTERPOLATION OF STRONG MOTION ACCELLEROGRAMS | 25 |
| Arturo Arias,Horacio Sandoval | RANDOM DIGITIZATION ERRORS AND RELIABILITY OF FOURIER SPECTRA OF STRONG-MOTION ACCELEROGRAMS | 33 |
| Syun'itiro Omote, Kyoiti Ohmatsuzawa, Tokiharu Ohta | RECENTLY DEVELOPED STRONG MOTION EARTHQUAKE INSTRUMENTS ARRAY IN JAPAN | 41 |
| S. Polinari | INSTRUMENT ARRAYS FOR A NEAR FIELD STRONG MOTION EARTHQUAKE SURVEY IN ITALY | 49 |
| F.E. Udwadia, H. Miura | A METHODOLOGY FOR LOCATING STRONG MOTION ARRAYS | 55 |
| M. Simova, D. Namuçevski | ON- LINE CONTROL OF THE SINGLE COMPONENT SHAKING TABLE | 63 |
| J. Kopnichev, I. Nersesov, G. Shpilker | METHOD AND RESULTS OF THE STRONG MOTION MODELING THE GAZLY EARTHQUAKE OF MAY 17, 1976 | 70 |
| S.F. Masri, F.B. Safford | EARTHQUAKE ENVIRONMENT SIMULATION BY PULSE GENERATORS | 73 |
| Andrej Umek | A MECHANICAL MODEL FOR THE GENERATION1 OF ARTIFICIAL SEISMOGRAMS | 81 |
| Walter W.Hays, Robert D. Miller, Kenneth W. King | GROUND RESPONSE IN THE SALT LAKE CITY-OGDEN-PROVO, UTAH, URBAN CORRIDOR | 89 |
| Yorihiko Ohsaki, Makoto Watabe, Masanobu Tohdo | ANALYSES ON SEISMIC GROUND MOTION PARAMETERS INCLUDING VERTICAL COMPONENTS | 97 |
| Toshiro Fujiwara, Yutaka Nakamura | NEW AUTOMATIC TRAIN STOPPING SYSTEM DURING EARTHQUAKE | 105 |
| Ronald T. Eguchi | AN ALTERNATIVE APPROACH TO MODELING EARTHQUAKE GROUND MOTION ATTENUATION IN THE WESTERN UNITED STATES | 113 |
| V.W. Lee | TIME OF MAXIMUM RESPONSE OF SINGLE-DEGREE-OF-FREEDOM OSCILLATOR TO EARTHQUAKE EXCITATION | 121 |
| S.F. Borg. | AN ISOSEISMAL-ENERGY CORRELATION FOR USE IN EARTHQUAKE STRUCTURAL DESIGN | 125 |
| Alkut Aytun | INSTRUMENTAL MEASUREMENT OF NATURAL VIBRATION PERIODS OF SOME HIGH-RISE REINFORCED CONCRETE BUILDINGS IN ISTANBUL REGION | 127 |
| Jeff A. Johnson | SPECTRAL CHARACTERISTICS OF NEAR SOURCE STRONG GROUND MOTION | 131 |
| S.F. Borg | ACCELEROGRAMS, INTENSITY, DAMAGE; A NEW CORRELATION FOR USE IN EARTHQUAKE ENGINEERING DESIGN | 135 |
| Fred A. Webster, Jack R. Benjamin, Charles A. Kircher | A COMPARATIVE STUDY OF SITE DEPENDENT EARTHQUAKE RESPONSE ANALYSES TIME-HISTORY VERSUS SMOOTH RESPONSE SPECTRUM | 138 |
| M.D. Trifunac | EFFECTS OF SITE GEOLOGY ON AMPLITUDES OF STRONG MOTION | 145 |
| Jorge A. Esquivel Francisco J. Sanchez-Sesma | EFFECTS OF CANYON TOPOGRAPHY ON DYNAMIC SOIL-BRIDGE INTERACTION FOR INCIDENT PLANE SH WAVES | 153 |
| Liao Zhenpeng, Yang Baipo, Yuan Yifan | EFFECT OF THREE-DIMENSIONAL TOPOGRAPHY ON EARTHQUAKE GROUND MOTION | 161 |
| G.Grϋnthal, P. Bormann | INFLUENCE OF GEOLOGICAL SOIL PROFILES ON THE AMPLITUDE OF SEISMIC WAVES | 169 |
| Kojiro Irikura | EARTHQUAKE GROUND MOTIONS INFLUENCED BY IRREGULARITIES OF SUB-SURFACE TOPOGRAPHIES | 175 |
| Toshio Iwasaki, Kazuhiko Kawashima, Mitsuaki Saeki | EFFECTS OF SEISMIC AND GEOTECHNICAL CONDITIONS ON MAXIMUM GROUND ACCELERATIONS AND RESPONSE SPECTRA | 183 |
| M. Erdik | A SINGLE DEGREE OF FREEDOM MODEL FOR NON-LINEAR SOIL AMPLIFICATION | 191 |
| Junichi Shibuya, Hideki Kimura, Toshio Shiga | EFFECTS OF LOCAL SITE CONDITIONS ON DAMAGE TO BUILDINGS DURING AN EARTHQUAKE | 199 |
| F.K. Chang | THE EFFECTS OF ELEVATION AND SITE CONDITIONS ON GROUND MOTION OF THE FERNANDO, CALIFORNIA EARTHQUAKE, 9 FEBRUARY | 207 |
| H. Sandi | DESIGN FOR SPATIAL GROUND MOTIONS | 215 |
| Yoshihiro Takeuchi | ON NON STATIONARY CHARACTERISTICS ACCELEROGRAMS IN OSAKA PLAIN | 223 |
| Y. Ohsaki, Y. Sawada, K. Hayashi, B. Ohmura, C.Kumagai | SPECTRAL CHARACTERISTICS OF HARD. ROCK MOTIONS | 231 |
| Y. Sawada, S.Sasaki, H. Yajima, N. Yoshioka, A. Sakurai, T. Takahashi | ON THE CHARACTERISTICS OF ACCELEROGRAMS RECORDED ON BEDROCK NEAR ORIGINS | 239 |
| M. Stojkovic, H. Kapsarov, S. Galbov | ACCELERATION AND VELOCITY DISTRIBUTION OF THE VRANCEA MARCH 4, 1977 EARTHQUAKE DETERMINED BY THE RESPONSE OF THE RIGID BODIES | 247 |
| Shintaro Ohba | EFFECTS OF THE GROUND CONDITION ON DYNAMIC CHARACTERISTICS OF STRUCTURES | 251 |
| H. Boncheva | INFLUENCE OF SOME SOIL PARAMETERS ON THE MODIFYING EFFECT OF LOCAL SOIL CONDITIONS | 255 |
| Saburoh Midorikawa, Hiroyoshi Kobayashi | ISOSEISMAL MAP IN NEAR-FIELD WITH REGARD TO FAULT RUPTURE AND SITE GEOLOGICAL CONDITIONS | 259 |
| Bruce D. Westermo | THE DURATION OF STRONG MOTION AND ITS DEPENDENCE ON THE RECORDING SITE GEOLOGY | 263 |
| H. Tiedemann | RISK OPTIMIZATION CONSIDERING VIBRATIONAL BEHAVIOUR OF SUBSOIL | 267 |
| Erik H. Vanmarck | REPRESENTING EARTHQUAKE GROUND MOTIONS FOR DESIGN | 271 |
| Rondall D. Wheaton, Ronald M. Polivka | UNIFORM PROBABILITY RESPONSE SPECTRA FOR A SITE NEAR THE SAN ANDREAS FAULT | 279 |
| Makoto Watabe, Ryoji IwasakSr, Masanobu Tohdo, Izuru Ohkawa | SIMULATION OF THREE-DIMENSIONAL EARTHQUAKE GROUND MOTIONS ALONG PRINCIPAL AXES | 287 |
| Hiroyuki Kameda, Masata Sugito, Tadafumi Asamura | SIMULATED EARTHQUAKE MOTIONS SCALED FOR MAGNITUDE, DISTANCE AND LOCAL SOIL CONDITIONS | 295 |
| D.L. Bernreuter, D. H. Chung | DEVELOPMENT OF THE SEISMIC INPUT FOR USE IN THE SEISMIC SAFETY MARGINS RESEARCH PROGRAM | 303 |
| Tatsuo Ohmachi, Yoshiaki Kimura | AN APPROACH TO SIMULATE A LARGE SET OF MULTICORRELATED RANDOM PROCESSES | 311 |
| Muzaffer Ipek | THE GENERATION OF ARTIFICIAL ACCELEROGRAMS BY SUPERPOSITION OF SINUSOIDAL WAVES OF RANDOM DURATION | 319 |
| Zeki Hasgϋr | SITE-DEPENDENT EARTHQUAKE SIMULATION | 327 |
| Tetsuo Kubo, Norio Suzuki | GENERATION OF SYNTHETIC EARTHQUAKE MOTIONS AND THEIR APPLICATION TO DYNAMIC RESPONSE ANALYSES | 333 |
| Nicola Pacilio, Mauro Basili | STOCHASTIC FUNCTIONS IN EARTHQUAKE OCCURRENCE MODELS: A CRITICAL SURVEY | 341 |
| Martin W. Mc Cann, Haresh C. Shah, Robert J. Geller | A PROBABILISTIC MODEL FOR GROUND MOTION SPECTRA BASED ON RMS ACCELERATION | 349 |
| Sumio Nagahashi | EFFECTS GROUND MOTION DURATION UPON EARTHQUAKE RESPONSE OF STRUCTURE | 357 |
| H. Takizawa | DESTRUCTIVE CAPABILITY OF EXTREME EARTHQUAKE MOTIONS EXAMINED IN TWO DIMENSIONS OF HORIZONTAL PLANE | 365 |
| V.V. Shteinberg, Yu.K. Chernov, T.G. Ivanova | NEAR FIELD GROUND MOTION | 373 |
| Wang Zhiliang, Han Qingyu, Zhou Genshou | WAVE PROPAGATION METHOD OF SITE SEISMIC RESPONSE BY VISCO ELASTOPLASTIC MODEL | 379 |
| P-T.D. Spanos | RESPONSE SPECTRA OF EVOLUTIONARY EARTHQUAKE MODELS | 387 |
| V.M. Grazier | ON THE DETERMINATION OF DISPLACEMENT FROM STRONG MOTION ACCELEROGRAMS | 391 |
| Theodore C. Zsutty, Milton A. DeHerrera | AN ANALYSIS OF ACCELEROGRAM AND RESPONSE PEAKS USING THE EXPONENTIAL DISTRIBUTION | 395 |
| Yoshimasa Kobayashi, Toshiro Fujiwara | ON GROUND MOTIONS OF LONGER PERIODS IN STRONG EARTHQUAKES | 399 |
| John A. Blume | DISTANCE PARTITIONING IN ATTENUATION STUDIES | 403 |
| T. Minami, Y. Sonoda, Y. Osawa | EVALUATION OF POTENTIAL DESTRUCTIVESSS FROM RECORDED STRONG MOTION ACCELEROGRAMS | 411 |
| C.B. Crouse, B.E. Turner | PROCESSING AND ANALYSIS OF JAPANESE ACCELEROGRAMS AND COMPARISONS WITH U.S . STRONG MOTION DATA | 419 |
| Katsuhiko Ishida | ESTIMATION OF THE EXPECTED NEAR-FIELD MAXIMUM VELOCITY ON BEDROCK | 427 |
| Robin K. McGuire | GEOPHYSICAL ESTIMATES OF SEISMIC SHEAR WAVE MOTION | 435 |
| Dimitri Papastamatiou | ON THE NEAR FIELD EARTHQUAKE MOTION IN INTRAPLATE ENVIRONMENTS | 443 |
| Dimitri Papastamatiou, Margaret Asgian | GROUND MOTION IN THE EPICENTRAL REGION OF THE MAY 6, 1976 FRIULI EARTHQUAKE IN NORTH ITALY | 451 |
| Yoshikazu Kitagawa, Yutaka Matsushima | STUDY ON DYNAMIC GROUND CHARACTERISTICS IN RANGE OF SHORT AND LONG PERIODS | 459 |
| Masahiro Kawano | STOCHASTIC APPROACH ON IDEALIZED MODEL OF EARTHQUAKE GROUND MOTION | 467 |
| Hajime Tsuchida, Setsuo Noda, Susumu Iai, Eiichi Kurata | OBSERVATION OF EARTHQUAKE RESPONSE OF GROUND WITH HORIZONTAL AND VERTICAL SEISMOMETER ARRAYS | 475 |
| R. Araya, G.R. Saragoni | CAPACITY OF STRONG GROUND MOTION TO CAUSE STRUCTURAL DAMAGE | 483 |
| G.R. Saragoni, R. Alarcon, J. Crempien | GAUSSIAN PROPERTIES OF EARTHQUAKE GROUND MOTION | 491 |
| Kazuyoshi Kudo | A STUDY ON THE CONTRIBUTION OF SURFACE WAVES TO STRONG GROUND MOTIONS | 499 |
| Zhou Xiyuan, Tung Jingzheng, Fu Sheng cong, Zhang Zaimin | THE SE1SMO-GEOLOGICAL BACKGROUND AND THE EARTHQUAKE RESPONSE OF TYPICAL STRUCTURES IN BEIJING | 507 |
| V.T. Rasskazovsky , I.H. Aliev | MODEL OF NONSTATIONARY SEISMIC PROCESS | 515 |
| Umesh Chandra | ATTENUATION OF INTENSITIES IN INDIA | 521 |
| Katsuhiko Ishida | STUDY OF THE CHARACTERISTICS OF STRONG MOTION FOURIER SPECTRA ON BEDROCK | 525 |
| J.M. Mulay, U.S. Kumar | NEW BASE-LINE CORRECTION METHOD FOR GROUND MOTION DATA | 529 |
| Roberd B. Herrmann, Otto W. Nuttli | STRONG MOTION INVESTIGATIONS IN THE CENTRAL UNITED STATES | 533 |
| Erik H. Vanmarcke, Shih-Sheng P. Lai | A MEASURE OF DURATION OF STRONG GROUND MOTION | 537 |
| M.D. Trifunac | RECENT DEVELOPMENTS IN AUTOMATIC DIGITIZATION OF ANALOG FILM RECORDS | 545 |
| Donald E. Hudson | A COMPARISON OF STRONG MOTION EARTHQUAKE DATA BANKS FOR JAPAN AND THE WESTERN UNITED STATES | 553 |
| George C. Liang, C. Martin Duke | EVOLUTIONARY SPECTRA FOR STRONG MOTION ACCELLEROGRAMS | 561 |
| Liu Huixian | ON THE CHINESE SEISMIC INTENSITY SCALE | 569 |
| David M. Boore | ON THE ATTENUATION OF PEAK VELOCITY | 577 |
| Chik-Sing Yim, Joseph Penzien, Anil K. Chopra | GROUND MOTION INTENSITY BASED ON EARTHQUAKE EFFECTS ON HISTORICAL MONUMENTS | 585 |
| Jean Savy, C. Allin Cornell | A THEORETICAL EARTHQUAKE MODEL TO COMPLEMENT EMPIRICAL STUDIES OF STRONG GROUND MOTION ATTENUATION | 593 |
| Guo Yuxue, Peng Kezhong | PRELIMINARY ANALYSIS OF STRONG MOTION RECORDS OF THE TANGSHAN EARTHQUAKE AND ITS AFTERSHOCKS | 601 |
| Teiji Tanaka, Shizuyo Yoshizawa, Yutaka Osawa | CHARACTERISTICS OF STRONG EARTHQUAKE GROUND MOTION IN THE PERIOD RANGE FROM 1 TO 15 SECONDS | 609 |
| S.Yoshikawa, Y.T.Iwasaki, M.Tai, A.Kowada | THE ATTENUATION CHARACTERISTICS OF NEAR FIELD GROUND MOTION DUE TO STRIKE SLIP FAULT MOTION | 617 |
| A.M. Rogers, P.A. Covington, R.D. Borcherdt | A COMPARISON OF GROUND RESPONSE IN THE LOS ANGELES REGION FROM NUCLEAR EXPLOSIONS AND THE 1971 SON FERNANDO EARTHQUAKE | 625 |
| H. Sandi | REFINEMENTS IN CHARACTERIZING GROUND MOTIONS | 633 |
| Morio Takeuchi, Takaki Morioka, Makato Yamada | RELATION BETWEEN THE FORMATION OF SOIL LAYERS AND THE VIBRATIONAL CHARACTERISTICS OF THE GROUND | 637 |
| M. Stojkovic, D. Aleksovski | INFLUENCE OF THE UNDERGROUND WATER OSCILLATION UPON THE AMPLITUDES AND PERIODS OF THE GROUND MICROSEISMIC NOISE | 641 |
| Author | Title | Page No |
|---|---|---|
|
Jean H. Prevost |
1 | |
|
Atilla M. Ansal, Ali A. Elzaroughi, Raymond J. Krizek, Zdenek P. Bazant |
9 | |
|
Mehmet A. Sherif, Isao Ishibashi,Wen-Lon Cheng |
SOIL PARAMETERS AFFECTING PORE-PRESSURE BUILDUP DURING EARTHQUAKE | 17 |
|
R. Dobry, D.J.Powell, F.Y. Yokel, R.S.Ladd |
LIQUEFACTION POTENTIAL OF SATURATED SAND: THE STIFFNESS METHOD |
25 |
|
Tsuneo Imai, Takeshi Okubo |
GROUND CONDITION AND DISASTER OF THE 1978 MIYAGI-KEN-OKI EARTHQUAKE IN JAPAN |
33 |
|
Joaguin Marti, Luis Rodriguez-Ovejero |
ANALYSIS OF A DEVICE FOR IN-SITU MEASUREMENT OF THE SHEAR MODULUS OF SOIL AT LARGE STRAINS |
41 |
|
S. Okusa, F.Tatsuoka, E. Taniguchi, Y. Ohkochi |
49 | |
|
Yong S. Chae, Wing-cheong Au |
DYNAMIC SHEAR MODULUS AND DAMPING IN ADDITIVE: TREATED EXPANSIVE SOILS |
57 |
|
Ted. S. Vinson, John C. Li |
DYNAMIC PROPERTIES OF FROZEN SAND UNDER SIMULATED EARTHQUAKE LOADING CONDITIONS |
65 |
|
Kenji Ishihara, Ikuo Towhata |
EFFECTIVE STRESS METHOD IN ONE-DIMENSIONAL SOIL RESPONSE ANALYSIS |
73 |
|
Roger C.H. Sidey, Richard H. Bassett |
A DEVICE FOR THE IN-SITU MEASUREMENT OF THE DYNAMIC MODULI OF SOILS AT LARGE STRAINS |
81 |
|
Shigeyasu Okusa, So Anma, Hiromu Maikuma |
LIQUEFACTION OF MINE TAILINGS IN THE 1978 IZU-OHSHIMA-KINKAI EARTHQUAKE, CENTRAL JAPAN |
89 |
|
I-Hsin Chou, J.L. Ehasz |
97 | |
|
Liu Ying |
105 | |
|
P. Nandakumaran, V.S. Prasad |
EXPERIMENTAL DETERMINATION OF DYNAMIC PASSIVE PRESSURE OF SAND |
113 |
|
Koichiro Yokota |
121 | |
|
Fusao Oka, Kouzi Sekiguchi |
LIQUEFACTION ANALYSIS OF HORIZONTALLY LAYERED SAND CONSIDERING A LATERALLY CONFINED CONDITION |
125 |
|
Dimitri Athanasiou-Grivas, Gregory F. Nadeau |
129 | |
|
Tuncer B. Edil, Gwo-Fea Luh |
133 | |
|
Kazuaki Masaki, Kumizi Lida |
SEISMIC RESPONSE OF THE GROUND AND EARTHQUAKE DAMAGE IN NAGOYA AREA, JAPAN |
141 |
|
W.D. Liam Finn, Shobha Bhatia |
149 | |
|
Zhou Shengen |
EVALUATION OF THE LIQUEFACTION OF SAND BY STATIC CONE PENETRATION TEST |
156 |
|
Ali Erguvanli |
163 | |
|
Liu Lingyao, Li Kueifen, Bing Dangping |
EARTHQUAKE DAMAGE OF BAITHE EARTH DAM AND LIQUEFACTION (CHARACTERISTICS OF SAND AND GRAVEL MATERIALS |
171 |
|
Kosta Talaganov, Vladimir Mihailov, Trajko Bogoevski |
ANALYSIS OF SOIL LIQUEFACTION DURING 1979 MONTENEGRO EARTHQUAKE |
179 |
|
E. Togrol, A. Sağlamer, K. Özüdoğru, E. Güler |
THE INFLUENCE OF SEISMIC LOADING ON THE BEHAVIOUR OF TWO ISTANBUL CLAYS |
187 |
|
Toshio Iwasaki, Ken-ichi Tokida |
STUDIES ON SOIL LIQUEFACTION OBSERVED DURING THE MIYAGI-KEN OKI EARTHQUAKE OF JUNE 12, 1978 |
195 |
|
K. Andrikopoudou, A. Roussopoulos |
THE LIQUEFACTION SUSCEPTIBILITY OF SOME GREEK SEISMIC AREAS AND THE FACTOR WHICH CONTROL EC |
203 |
|
Hajime Tsuchida, Susumu Iai, Satashi Hayashi |
ANALYSIS OF LIQUEFACTIONS DURING THE 1978 OFF MIYAGI PREFECTURE EARTHQUAKE |
211 |
|
A. Asada, F. Kawakami, E. Yanagisawa |
219 | |
|
Wang Yuging, Luan Fang, Han Qingyu, Li Guoxin |
FORMULAE FOR PREDICTING LIQUEFACTION POTENTIAL OF CLAYEY SILT AS DERIVED FROM A STATISTICAL METHOD |
227 |
|
S.W.Chan, W.F. Chen, S.L. Koh |
235 | |
|
Surendra K. Saxena |
242 | |
|
Milton A.Diaherrera, Theodore C. Zsutty |
THE ANALYSIS OF LIQUEFACTION POTENTIAL BASED ON PROBABILISTIC GROUND MOTIONS |
249 |
|
Yasufumi Umehara, Kouki Zen, Kouji Hamada |
LIQUEFACTION TEST UNDER A PARTIAL DRAINAGE CONDITION AND ITS APPLICATION |
253 |
|
Satyendra P. Gupta, L.S. Srivastava, P. Nandakumaran, S. Mukerjee |
INSITU MEASUREMENT OF DYNAMIC CHARACTERISTICS ON AN EARTH DAM |
257 |
|
E. Kausel, J. M. Roesset, G. Bouckovalas |
265 | |
|
G.S. Selezrnyov, Kh,Sh. Abduraufov |
273 | |
|
Marshall L. Silver, Fumio Tatsuoka, Apichart Phukunhaphan, Anestis S. Avramidis |
CYCLIC UNDRAINED STRENGTH OF SAND BY TRIAXIAL TEST AND SIMPLE SHEAR TEST |
281 |
|
Tsuneo Imai, Keiji Tonouchi |
289 | |
|
H. Turan Durgunoğlu, Semih S. Tezcan, Selçuk Erden, Yalçin Acar |
297 | |
|
Takeji Kakusho |
CYCLIC TRIAXIAL TEST OF DYNAMIC SOIL PROPERTIES FOR WIDE STRAIN'RANGE |
305 |
| M.K. Yegian | EMPIRICAL PROCEDURE FOR PORE PRESSURE PREDICTION IN SANDS | |
|
Sukhmander Sing, Neville C. Donovan, Ted K. Park |
A RE-EXAMINATION OF THE EFFECT OF PRIOR LOADINGS ON THE LIQUEFACTION OF SANDS |
321 |
|
Kutay Özaydin, Ali Erguvanli |
THE GENERATION OF PORE PRESSURES IN CLAYEY SOILS DURING EARTHQUAKES |
326 |
|
N.D. Krasnikov, 0.A. Savinov, A.P. Troitsky, V.I. Khorkov |
331 | |
|
Zhang Kexu |
PRELIMINARY ANALYSIS OF DAMAGE TO THE BAI RIVER AND THE CHIAO RIVER DAM |
339 |
|
I.H.Wong, K.H.Liu, J.L. Ehasz |
347 | |
|
J . Studer , N. Zingg, E.G. Prater |
INVESTIGATION OF CYCLIC STRESS-STRAIN CHARACTERISTICS OF GRAVEL MATERIAL |
355 |
|
Yukitake Shioi |
EXPERIMENTAL STUDY ON LIQUEFACTION OF SANDY SOIL ON COHESIVE LAYER |
363 |
|
R.K.M. Bhandari |
AN INVESTIGATION INTO THE LIQUEFACTION POTENTIAL AND MEASURES TAKEN TO COUNTER UNDER REFINERY |
367 |
|
Ahmed M. Abdel- Ghaffar, Ronald Scott |
371 | |
|
Chris A. Katsikas, E. Benjamin Wylie |
379 | |
|
Susumu Yasuda, Ken-ichi Tokida |
SOIL LIQUEFACTION EVALUATION WITH USE 0F STANDARD PENETRATION RESISTANCES |
387 |
|
K.H. Stokoe, A.T.F.Chen |
EFFECTS ON SITE RESPONSE OF METHODS OF ESTIMATING IN SITU.NONLINEAR SOIL BEHAVIOR |
395 |
|
T.Ohta, S. Uchiyama, M. Niwa, K. Ueno |
403 | |
|
Masao Satake, Teruo Asano |
411 | |
|
Yasuyuki Esashi , Yasuo Yoshida |
419 | |
|
V. Chandrasekaran, Shamsher Prakash |
427 | |
|
Masanori Hamada, Osamu Ishida |
EARTHQUAKE OBSERVATION AND NUMERICAL ANALYSIS OF DYNAMIC STRAIN of FOUNDATION PILE |
435 |
|
Yoshihiro Sugimura |
PARTICIPATION FACTOR OF HORIZONTAL FORCE APPLIED TO PILE FOUNDATION |
443 |
|
Rodrigo Flores Coombs, Manuel Americo G. Silva |
451 | |
|
Shintaro Yao |
459 | |
|
John P. Wolf, Guido A.Von Arx |
TRAVELING WAVES IN A GROUP OF PILES TAKING PILE-SOIL-PILE INTERACTION INTO ACCOUNT |
467 |
|
M.Novak, F. Aboul-Ella |
471 | |
|
Koichiro Yokota,Masashi Konno |
475 | |
|
Kojiro Irikura, Shigeru Kasuga |
EFFECTS OF GROUND STRUCTURES WITH LATERALLY STEEP VARIATIONS ON SEISMIC MOTIONS |
479 |
|
Ronald C. Chaney |
483 |
| Author | Title | Page No |
|---|---|---|
|
Arnoldo T.Derecho, M.Iqbal, W.G.Corley |
DETERMINING DESIGN FORCE LEVELS FOR EARTHQUAKE-RESISTANT REINFORCED CONCRETE STRUCTURAL WALLS |
1 |
|
Ashok K.Jain, Subhash C.Goel |
9 | |
|
John M. Biggs |
EVALUATION OF ASEISMIC DESIGN PROCEDURES FOR REINFORCED CONCRETE FRAMES |
17 |
|
Ryoichiro Minai, Yoshiyuki Suzuki |
RELIABILITY-BASED SEISMIC DESIGN OF ELASTO-PLASTIC STRUCTURES |
25 |
|
Meil M. Hawkins |
SEISMIC RESPONSE OF REINFORCED CONCRETE FLAT PLATE STRUCTURES |
33 |
|
K. Nakaro, Y. Ishiyama, Y.Ohashi |
A PROPOSAL OF A NEW ASEISMIC DESIGN METHOD FOR BUILDINGS IN JAPAN |
41 |
|
Atsuo Tanaka, Koji Morita, Hiroyuki Yamanouchi |
DAMAGE OF BRACED STEEL FRAMES DUE TO THE 1978 MIYAGIKENOKI EARTHQUAKE |
49 |
|
J.Prince, L.Alonso |
THE RELATIVELY LIGHT DAMAGE PRODUCED BY TWO STRONG MOTION EARTHQUAKES IN SOUTHERN MEXICO |
57 |
|
R. Giannini, A. Giuffre, M. Menegotto |
65 | |
|
M. Jabarov, S.V.Kozharinov, A.A.Lunyov |
STRENGTHENING OF DAMAGED MASONRY BY REINFORCED MORTAR LAYERS |
73 |
|
M. Yokoyama, H. Imai |
81 | |
|
Toshio Hayashi, Hideakira Niwa,Masashi Fukuhara |
THE STRENGTHENING METHODS OF THE EXISTING REINFORCED CONCRETE BUILDINGS |
89 |
|
J.M. Plecnik, R.B. Williamson, M.G. Pham |
STRENGTH PROPERTIES OF EPOXY REPAIRED STRUCTURAL COMPONENTS DURING AND AFTER FIRE EXPOSURE |
97 |
|
Nina A.Maio, Cirano Fei |
AN INVESTIGATION OF MECHANICAL BEHAVIOR OF REPAIRED R/C FRAMES UNDER SEVERE REPEATED LOADS |
105 |
|
Yu.V.Ismailov, A.A.Chuprina. |
113 | |
|
H.Max Irvine, G.E. Kountouris |
117 | |
|
Oscar Hernandez B.,Mario E. Zermeno de L |
STRENGTH AND BEHAVIOR OF STRUCTURAL WALLS WITH SHEAR FAILURE |
121 |
|
Mario Paz |
125 | |
|
Mathan M. Newmark, Rafael Riddell |
129 | |
|
Narong Trongtham, Neil M. Hawkins |
SEISMIC RESISTANCE OF UNBONDED POST TENSIONED FLAT PLATE CONSTRUCTION |
137 |
|
Robert King Reitherman |
145 | |
|
Christopher Arnold, Eric Elsesser |
153 | |
|
James E. Amrhein |
DESIGN, CONSTRUCTION AND PERFORMANCE OF REINFORCED MASONRY BUILDINGS SUBJECTED TO SEISMIC FORCES |
161 |
|
Hiroshi Kawamura, K. Masua |
ULTIMATE RESISTANCE OF MULTISTORY REINFORCED CONCRETE BUILDINGS WITH CANTILEVER SHEAR WALLS |
169 |
|
Avtar S. Pall, Cedric Marsh |
OPTIMUM SEISMIC RESISTANCE OF LARGE PANEL STRUCTURES USING LIMITED SLIP BOLTED JOINTS |
177 |
|
Michio Shibata |
INFLUENCE OF BE STORING-FORCE CHARACTERISTICS OF BRACES ON DYNAMIC RESPONSE OF BRACED FRAME |
185 |
|
Satoshi Shiomi, Hiroyuki Watanabe |
A PROPOSAL FOR ASE1SMIC DESIGN OF SUBSTATION APPARATUS AND THEIR FOUNDATIONS |
193 |
|
Adnan Ḉakiroglu |
UNFAVORABLE SEISMIC DIRECTIONS IN EARTHQUAKE RESISTANT DESIGN |
201 |
|
Bülent Trak, Ergin Atimtay |
209 | |
|
Bisülay Utku |
217 | |
|
A.S.Arya, M.Qamaruddin, Brijesh Chandra |
A NEW SYSTEM OF BRICK BUILDINGS FOR IMPROVED BEHAVIOUR DURING EARTHQUAKES |
225 |
|
J.G. Bouwkamp, R.M. Stephen |
233 | |
|
Hasan Boduroğlu |
241 | |
|
Tomoya Nagasaka, Akira Hiramatsu |
245 | |
|
James W. Axley |
MODELING THE STIFFNESS CONTRIBUTION OF INFILL PANELS TO FRAMED STRUCTURES BY A CONSTRAINT APPROACH |
249 |
|
P. J. Cevallos Candau, W.J. Hall |
THE COMMONALITY OF DYNAMIC ANALYSIS PROCEDURES FOR EARTHQUAKE AND WIND LOADINGS |
253 |
|
Vitelmo V. Bertero, Stephen A. Mahin, James A.Axley |
LESSONS FROM STRUCTURAL DAMAGES OBSERVED IN RECENT EARTHQUAKES |
257 |
|
R. Fukuzawa, O.Chiba, T.Hatori, S. Maruyama, T.Katoh,K.Yagishita |
RESEARCH AND DEVELOPMENT ON PREFABRICATED REINFORCED CONCRETE STRUCTURAL SYSTEM |
265 |
|
Loring A. Wyllie Jr. |
DETAILING REINFORCED CONCRETE COLUMNS FOR SEISMIC PERFORMANCE |
273 |
|
Peter Gergely, Richard N.White |
281 | |
|
Massima Cantone, Garlo Gavarini |
289 | |
|
Ugur Ersoy, Emin Aktan, Tuğrul Tankut |
296 | |
|
G. C. Mathur |
303 | |
|
Halit Demir |
311 | |
|
Charles W. Roeder |
319 | |
|
Lawrence F.Kahn |
STRENGTHENING EXISTING R/C COLUMNS FOR EARTHQUAKE RESISTANCE |
327 |
|
G. Augusti, F.Focardi, S.Giordano, E. Manzini |
REHABILITATION OF DAMAGED REINFORCED CONCRETE ELEMENTS: AN EXPERIMENTAL INVESTIGATION |
335 |
|
Charles Scawthorn, Hirokazu Iemura |
STUDIES OF EARTHQUAKE D4IJ&43& TO JAPANESE LOW-RISE BUILDINGS |
343 |
|
M. Yamada, H. Kawamura |
351 | |
|
N.D. Pplyakov. |
359 | |
|
Shizuo Hayashi, Y. Morishima, A. Wada |
361 | |
|
Shih-Sheng P.Lai, John M. Biggs |
365 | |
|
M. Makino, A. Kawano, Y. Kurobane |
AN INVESTIGATION FOR THE DESIGN OF FRAMED STRUCTURES WITH INFILL WALLS |
369 |
|
Ajaya K. Gupta |
373 | |
|
Mark Fintel, S.K. Ghosh |
379 | |
|
R.I.Skinner, R.G.Tyler, A.J.Heine |
STEEL-BEAM DAMPERS FOR INCREASING THE EARTHQUAKE RESISTANCE OF STRUCTURES |
387 |
|
Akenori Shibata |
PREDICTION OF THE PROBABILITY OF EARTHQUAKE DAMAGE TO REINFORCED CONCRETE BUILDING GROUPS IN A CITY |
395 |
|
D.K. Rakshit |
SOME ASPECT OF BUILDING CONSTRUCTION IN EARTHQUAKE PRONE ZONES |
403 |
|
S.V. Polyakov, A.A. Gvozdev, Yu.S.Kulygin, A.S. Zalesov, O.F. Iljin, V.A. Gorodetky |
STRENGTH OF REINFORCED CONCRETE COLUMNS IN OBLIQUE SECTIONS EXPOSED TO SEISMIC LOADS |
411 |
|
B.K. Karapetian, E.E. Khachikian, V.A. Stepanian, V.A. Ambartsumian, S.M.Arutiunian |
419 | |
|
Rafael Riddell |
EFFECT OF DAMPING AND TYPE OF MATERIAL NONLINEARITY ON EARTHQUAKE RESPONSE |
427 |
|
Ravindra PRAKASH |
434 | |
|
M.J.N. Priestley |
441 | |
|
Shunsuke Sugano, Masaru Fujimura |
ASEISMIC STRENGTHENING OF EXISTING REINFORCED CONCRETE BUILDINGS |
449 |
|
J. Vargas-Neumann |
457 | |
|
Roberto Meli, Oscar Hernandez, Marciano Padilla |
465 | |
|
F.P. Müller, E.Keintzel. |
DUCTILITY REQUIREMENTS FOR STRUCTURES IN SEISMIC AREAS OF CENTRAL EUROPE |
473 |
|
J.W.Foss, G.A. Nikolakopoulou |
ELECTRONIC DATA PROCESSING EQUIPMENT BRACED TO RESIST SEISMIC LOADING |
477 |
|
T.C. Liauw |
AN EFFECTIVE STRUCTURAL SYSTEM AGAINST EARTHQUAKES INFILLED FRAMES |
481 |
|
D.V.Mallick |
486 | |
|
F. Braga, P.D. Asdia, M.Dolce |
493 | |
|
Kiyoshi Muto, M. Nagata, E. Fukuzawa |
AN EARTHQUAKE-RESISTANT DESIGN ON HIGH-RISE BUILDING WITH V-SHAPED FRAMING PLAN |
497 |
|
Hajime Umemura |
505 | |
|
Shigeya Kawamata, Masaaki Ohnuma |
STRENGTHENING EFFECT OF ECCENTRIC STEEL BRACES TO EXISTING REINFORCED CONCRETE FRAMES |
513 |
|
Mihail Ifrim |
STRENGTHENING CONCEPT AFTER ROMANIAN STRONG EARTHQUAKE OF MARCH 4, 1977 |
521 |
|
Hirozo Mihashi, Norlaki Namura, Akira Kondo |
A SPACIAL BEHAVIOUR OF A NINE STORIES SRC BUILDING DURING THE MIYAGIOKI EARTHQUAKE 1978 |
529 |
|
M. A. Marjanishvili, G.Sh.Chanukvadze, E.P. Alexandrian, A.M.Kimberg |
INVESTIGATION OF STRUCTURAL SYSTEMS AND ELEMENTS IN EARTHQUAKE RESISTANT CIVIL BUILDINGS |
537 |
|
Enrique del Valle |
SOME LESSONS FROM THE MARCH 14,1979 EARTHQUAKE IN MEXICO CITY |
545 |
|
Hiroshi Akiyama, Ben Kato |
553 | |
|
Koichi Ohami, Masaya Murakami |
EARTHQUAKE OBSERVATION IN AND AROUND A STEEL FRAME APARTMENT HOUSE WITH PRECAST CONCRETE PANEL |
561 |
|
J. Kuroiwa, J. Kogan |
REPAIR AND STRENGTHENING OF BUILDINGS DAMAGED BY EARTHQUAKES |
569 |
|
V.Turnsek, M.Tomazevic |
577 | |
|
Ergin Atimtay, Qrhan Baydar |
585 | |
|
Christopher Arnold |
589 | |
|
J.G. Morgan, W.J. Hall |
593 | |
|
D.Capecchi, G.Rega, F.Vestroni |
DUCTILITY REQUEST IN SEISMIC ANALYSIS OF NONLINEAR MULTIDEGREE OF FREEDOM STRUCTURES |
597 |
|
Robert E. Englekirk, Gary C. Hart |
601 | |
|
Zhou Bing-Zhang |
EFFECTIVE MEASURES TO IMPROVE THE EARTHQUAKE RESISTANT PROPERTIES OF BRICK BUILDINGS |
605 |
|
Heki Shibata |
ON A METHOD OF EVALUATION OF ANTI-EARTHQUAKE DESIGN CODE OF INDUSTRIAL FACILITIES |
613 |
|
Shunzo Okamoto, Choshiro Tamura, Katsuyuki'Kato |
DESIGN SEISMIC COEFFICIENT IN SEISMIC COEFFICIENT METHOD AND ACTUAL EARTHQUAKE DAMAGE |
621 |
|
Jorge A Gutierrez |
SOME COMMENTS TO THE NEW SEISMIC DESIGN REGULATIONS FOR COSTA RICA |
629 |
|
Norman D.Walker Jr., Karl S. Pister |
A LIFETIME COST APPROACH TO AUTOMATED EARTHQUAKE RESISTANT DESIGN |
637 |
| Author | Title | Page No |
|---|---|---|
|
T. Srichatrapimuk-Anil K. Chopra |
1 | |
|
H.Faruk Karadoğan, Ti Huang Le-Wu Lu, Masayoshi Nakashima |
BEHAVIOR OF FLAT PLATE FLOOR SYSTEMS UNDER IN-PLANE SEISMIC LOADING |
9 |
|
T.Takahashi-S, Kuranishi |
DYNAMIC BEHAVIOR OF FLEXIBLE STRUCTURES WITH VIBRATION ABSORBER |
17 |
|
Wang Guang-yuan, Dong Ming-yao-Guo Hua |
OPTIMUM RIGIDITY DISTRIBUTION OF ASEISMIC DESIGN FOR MULTISTORY SHEAR FRAMES |
25 |
|
Koji Yoshimura-Kenji Kikuchi |
EFFECT OF AXIAL DEFORMATION OF COLUMNS ON DYNAMIC BEHAVIOR OF REINFORCED CONCRETE BUILDING FRAMES |
33 |
|
Tsuneo Okada, Matsutaro Seki-Yung J. Park |
41 | |
|
M. Saatcioğlu, T. Takayanagi, - A.T. Derecho |
49 | |
|
V. T. Rasskazovsky, U.Sh. Shamsiyev, R.N. Musheyev, L.J. Babich |
DYNAMIC PROPERTIES AND SEISMIC RESPONSE OF FRAMED WALLS AND PANEL BUILDINGS |
57 |
|
Sukenobu Tani - Satsuya Soda |
DYNAMICS OF REINFORCED CONCRETE FRAMES SUBJECT TO HORIZONTAL AND VERTICAL GROUND MOTION |
65 |
|
Wang Kai-shun, Wang Wen-zhen |
EARTHQUAKE RESPONSE ANALYSIS OF 19 STOREY PREFABRICATED REINFORCED CONCRETE FRAME STRUCTURE |
73 |
|
Hirokazu Iemura |
EARTHQUAKE FAILURE CRITERIA OF DETERIORATING HYSTERETIC STRUCTURES |
81 |
|
H. Yoshida, H. Takane, N. Adachi, H. Koshida-M. Iizuka |
RESEARCH ON ASEISMIC DESIGN OF STEEL TOWER CONSTRUCTED ON THE TOP OF BUILDING |
89 |
|
P. Sotirov |
97 | |
|
H. Tajimi |
A CONTRIBUTION TO THEORETICAL PREDICTION OF DYNAMIC STIFFNESS OF SURFACE FOUNDATIONS |
105 |
|
Athol J. Carr - Peter J. Moss |
THE EFFECTS OF LARGE DISPLACEMENTS ON THE EARTHQUAKE RESPONSE OF TALL STRUCTURES |
113 |
|
Dr. Celal N. Köstem - Gilberto Areiza |
EARTHQUAKE RESPONSE OF REINFORCED CONCRETE FRAME-CRACKED SHEAR WALL SYSTEMS |
117 |
|
Gorozo Iizuka |
ON THE DAMAGE AND CAUTION TO WOODEN HOUSES BY RECENT EARTHQUAKES IN JAPAN |
121 |
|
Y. Kitagawa, Y. Irie, - S. Tamori |
STUDY ON EVALUATION OF PARAMETERS IN THE SOIL-BUILDING SYSTEM |
125 |
|
Yuzuru Yasui |
A SIMPLIFIED ANALYSIS METHOD ON INTERACTION SYSTEM ABOUT STRUCTURE-FOUNDATION-SOIL SURFACE LAYER |
133 |
|
Wayne W.H. Chen, M.Chatterjee, A. Unemori |
COMPARISON OF ANALYSIS METHOD FOR SEISMIC SOIL-STRUCTURE INTERACTION |
141 |
|
Hatsukazu Mizuno |
EFFECTS OF STRUCTURE-SOIL-STRUCTURE INTERACTION DURING VARIOUS EXCITATIONS |
149 |
|
Isao Toriumi, Akira Kowada, Toshiharu Hisatoku,Teruo Segawa |
157 | |
|
Yoshikazu Yamada, Hirokazu Takemiya-Shigeru Noda |
165 | |
|
Takahiro Iwatate, Takeji Kokusho-Satoshi Ooaku |
173 | |
|
Kiyoto Shioya - Hiroshi Yamahara |
STUDY ON FILTERING EFFECT OF FOUNDATION SLAB BASED ON OBSERVATIONAL RECORDS |
181 |
|
Takuji Kobori-Yuzo Shinozaki |
DYNAMIC SOIL-STRUCTURE INTERACTION UNDER A TOPOGRAPHICAL SITE CONDITION |
189 |
|
Takanori Harada-Keizaburo Kubo |
EVALUATION OF DYNAMIC STIFFNESS OF EMBEDDED FOUNDATION USING DYNAMIC REACTION OF SURFACE LAYER |
197 |
|
Shoon-rong Kao, Theodore G. Toridis, - K. Khozeimeh |
SEISMIC ANALYSIS OF STRUCTURES WITH RECTANGULAR BASES ON POROUS ELASTIC SOIL MEDIUM |
205 |
|
Kenzo Toki, Tadanob Sato-Fusanori Miura |
SEPARATION AND SLIDING BETWEEN SOIL AND STRUCTURE TO STRONG EARTHQUAKE MOTION |
213 |
|
Takashi Akiyoshi |
SEISMIC RESPONSE OF SUBSTRUCTURES NONLINEARLY COUPLED WITH SOIL |
221 |
|
V. W. Lee |
EFFECTS OF FOUNDATION EMBEDMENT ON SOIL-STRUCTURE INTERACTION |
225 |
|
Yoshihisa Gyoten Tadahiro Fukusumi, Takahito Inoue,Toshiki Mizuno |
STUDY ON SOIL-PILE INTERACTION OF PILE GROUPS IN VERTICAL VIBRATION |
229 |
|
Satyendra P. Gupta-Mani Kant Gupta |
SOIL STRUCTURE INTERACTION RESPONSE OF COMPLEX INDUSTRIAL STRUCTURES |
233 |
|
G. Solari, D. Stura, C. Vardanega |
ON THE ACCURACY OF NUMERICAL MODELS IN 3-D SOIL-STRUCTURE INTERACTION |
237 |
|
Y. Tanaka, T. Hamamoto, - K. Konno |
EARTHQUAKE RESPONSE ANALYSIS OF SHELL-TYPE FIXED OFFSHORE TOWERS BY MATRIX PROGRESSION METHOD |
245 |
|
Kenji Hagio, Akio Ikeda-Souichi Kawamura |
THE DYNAMIC BEHAVIOUR OF A PLANT TOWER CONSIDERING SOIL EFFECT IN LARGE STRAIN LEVEL |
253 |
|
H. Faruk Karadoğan |
261 | |
|
Wei Lian Zhu Jingxin jiang Zhili |
ELASTO-PLASTIC EARTHQUAKE RESPONSE ANALYSIS FOR MULTISTOREYED BUILDINGS TAKING ACCOUNT OF TORSION |
269 |
|
Sukenobu Tani, Naohito Hori |
ANALYSIS OF SEISMIC RESPONSE OF CYLINDRICAL SHELLS WITH IMPERFECT CIRCULAR SECTION CONTAINING LIQUID |
277 |
|
Wang Qianxin, Lu Shuhui |
285 | |
|
T. Selcuk Atalik |
292 | |
|
Wes Study Group |
A STUDY REGARDING DYNAMIC ANALYSIS OF STRUCTURES SUPPORTED BY WALL FOUNDATION SYSTEM |
298 |
|
Motoo Saisho |
TWO-DIMENSIONAL INELASTIC SEISMIC RESPONSE OF STEEL FRAMES INCLUDING AXIAL DEFORMATION OF COLUMNS |
307 |
|
Nobuyuki Kobayashi |
IMPULSIVE PRESSURE ACTING ON THE TANK ROOFS CAUSED BY SLOSHING LIQUID |
315 |
|
Boris Simeonov |
SEISMIC DESIGN OF STRUCTURAL WALL BUILDINGS AND INELASTIC RESPONSE ANALYSIS |
323 |
|
Gh. Palamaru, N. Ungureanu, I. Ciongradi |
327 | |
|
Yozo Goto - Takeshi Shirasuna |
STUDIES ON EARTHQUAKE RESPONSES OF GROUPED UNDERGROUND TANKS IN SOFT GROUND |
331 |
|
A.Aydin Dumanoğlu |
335 | |
|
Muzaffer Ipek |
339 | |
|
Nathan M. Newmark - Raberto Villaverde |
COMPUTATION OF SEISMIC RESPONSE OF LIGHT ATTACHMENTS TO BUILDINGS |
343 |
|
G.A.Shapiro, G.N.Ashkinadze |
ULTIMATE STRESSES IN LARGE-PANEL BUILDINGS EXPOSED TO SEISMIC LOADS |
351 |
|
A.S.Veletsos - J.W.Turner |
EFFECTS OF INITIAL OUT-OF-ROUNDNESS ON SEISMIC RESPONSE OF CYLINDRICAL LIQUID STORAGE TANKS |
359 |
|
S.D.Werner - L.C.Lee |
THE RESPONSE OF STRUCTURES TO TRAVELING BODY AND SURFACE WAVES |
367 |
|
Riko Rosman |
375 | |
|
Joji Sakurai |
VIBRATIONAL CHARACTERISTICS AND EARTHQUAKE RESPONSES OF THE ASYMMETRIC MULTISTORY BUILDINGS |
383 |
|
A.G. Gillies - R.Shepherd |
THREE DIMENSIONAL INELASTIC BUILDING RESPONSE TO SEISMIC LOADING |
391 |
|
Adnan Ḉakiroğlu - Güinay Özmen |
GENERALIZED MUTO METHOD FOR STRUCTURES COMPOSED OF NONORTHOGONAL FRAMES |
399 |
|
Erol Varoğlu - W.D. Liam Finn |
407 | |
|
A.T. Stohl, Yu. P. Nazarov. |
SOME ANALYTICAL MODELS IN THE EARTHQUAKE ENGINEERING AND SOME WAYS OF REDUCING THE SEISMIC LOAD |
415 |
|
Mehdi Saiidi |
INFLUENCE OF HYSTERESIS MODELS ON CALCULATED SEISMIC RESPONSE OF R/C FRAMES |
423 |
|
M. P. Singh |
431 | |
|
Mark Fintel - S.K.Ghosh |
435 | |
|
Shosuke Morino, Yasuhiro Uchida |
DYNAMIC RESPONSE OF STEEL SPACE FRAMES UNDER EARTHQUAKE EXCITATION IN HORIZONTAL ARBITRARY DIRECTION |
439 |
|
Mario di Paola |
EARTHQUAKE RESPONSE ANALYSIS OF TORSIONALLY COUPLED MULTISTOREY BUILDINGS |
443 |
|
C. Minowa |
447 | |
|
Taugir M.Sheikh, Jose M.Roesset, C.P. Johnson |
451 | |
|
Hirokazu Takemiya - Kenji Kawano |
SUBSTRUCTURE METHOD FOR EARTHQUAKE RESPONSE OF HIGHELEVATED MULTI-SPAN CONTINUOUS BRIDGE |
459 |
|
Roberto Villaverde |
467 | |
|
Koji Kitazawa, Akio Ikeda - Kenji Hagio |
DAMPING CHARACTERISTICS OF R.C. HIGHRISE CHIMNEY BASED ON EARTHQUAKE MOTION MEASUREMENT |
475 |
|
F.Venancio Filho - S. Hampshire |
A SEMI-ANALYTIC F.E. MODEL FOR INERTIAL INTERACTION ANALYSIS |
483 |
|
Zhu Bolong - Lu Weimin |
490 | |
|
Tadashi Sugano, Takashi Miyashita, Norio Inoue |
497 | |
|
Jagmohan Humar |
EFFECT OF STIFFNESS DEGRADATION ON SEISMIC RESPONSE OF CONCRETE FRAMES |
505 |
|
Celâl N. Köstem - Joseph W. Tedesco |
513 | |
|
F. Casciati, L.Faravelli - A. Gobetti |
ELASTO-PLASTIC RESPONSE ANALYSIS OF SEISMIC-RESISTANT FRAMES VIA MATHEMATICAL PROGRAMMING |
521 |
|
Katshuhiko Emori, - W.C. Schnobrich |
COMPUTED BEHAVIOR OF A TEN-STORY REINFORCED CONCRETE FRAME WALL STRUCTURE FOR STATIC LATERAL LOADS |
529 |
|
Emilia Juhasova |
APPLICATION OF DIFFERENT SPECTRAL CHARACTERISTICS AT THE SEISMIC RESPONSE ANALYSIS OF STRUCTURES |
537 |
|
Koji Mizuhata, Naoya Harada Tamotsu Tsuda, Masahiko Yamaoka |
545 | |
|
Yutaka Inoue - Masahiro Kawano |
INELASTIC RESPONSE OF BUILDING STRUCTURES BY TRAVELLING EARTHQUAKE WAVE MOTIONS |
553 |
|
Peter Fajfar - Stefan Strojnik |
561 | |
|
Jagmahan Humar |
565 | |
|
Yuji Ishiyama |
569 | |
|
J . C. Jei ng |
PROBLEMS IN THE USE OF ROOT-SUM-SQUARE SOLUTIONS FOR THREE-DIMENSIONAL DYNAMIC ANALYSIS OF BUILDINGS |
573 |
|
Ali Aydin |
577 | |
|
Mitsugu Asano - Takayuki Teramoto |
581 | |
|
Humberto Contreras |
585 | |
|
Yin Zhigian, Li Shuzhen |
EARTHQUAKE RESPONSE ANALYSIS OF MULTI-STORY R.C. FRAMED BUILDINGS |
593 |
|
C. Kameswara Rao, K. Ramadasa, A. K. Singh-K.G. Bhatia |
THREE DIMENSIONAL ANALYSIS OF 110 MW BOILER SUPPORTING STRUCTURE SUBJECTED TO SEISMIC EXCITATION |
601 |
|
Hector Monzon - Despang |
QUANTITATIVE SEISMIC HAZARD ASSESSMENT FOR SPATIALLY DISTRIBUTED SYSTEMS |
609 |
|
S.K. Thakkar |
NONLINEAR DYNAMIC ANALYSIS OF STRUCTURES USING VISCOPLASTIC MATERIAL MODEL |
617 |
|
L. Esteva, S.E. Ruiz, A. Reyes |
625 | |
|
Enrigue Bazan - Roberto Meli |
633 | |
|
0.A. Pekau - H.P. Huttelmaier |
641 | |
|
Matsutaro Seki - Tsuneo Okada |
NONLINEAR EARTHQUAKE RESPONSE OF REINFORCED CONCRETE BUILDING FRAMES BY THE EQUIVALENT LINEAR METHOD |
649 |
|
Takao Nishikawa |
INELASTIC RESPONSE BEHAVIOR OF TORSION IN BUILDINGS SUBJECTED TO STRONG EARTHQUAKE |
657 |
|
Stavros A. Anagnostopoulos |
665 | |
|
Gu Guo-jij Fu Ping-jun |
673 | |
|
Stephen A, Mahin |
EFFECTS OF DURATION AND AFTERSHOCKS ON INELASTIC DESIGN EARTHQUAKES |
677 |
|
Camelia Ciongradi |
681 | |
|
William A. Nash, T. Balendra, S. H. Shaaban |
685 | |
|
A.S. Arya, S.K. Thakkar - D.B.S. Sarawat |
689 | |
|
E. Ḉitipitioğlu, R.B. Renda |
DYNAMIC ANALYSIS OF ORTHOGONAL PLANAR FRAMES BY STORY TRANSFER MATRIX |
693 |
| Author | Title | Page No |
|---|---|---|
|
Bojidar S. Yanev |
EVALUATION OF NONLINEAR STRUCTURAL RESPONSE TO SEISMIC EXCITATIONS BY SYSTEM IDENTIFICATION |
1 |
|
Tadanobu Sato |
9 | |
|
Hugh D.Mc Niven, Izak Kaya |
LINEAR MATHEMATICAL MODELS TO PREDICT THE SEISMIC RESPONSE OF A THREE-STORY STEEL FRAME |
17 |
|
John F. Stanton |
25 | |
|
Morio Takeuchi, Kikuo Kotoda, Satoru Kazama, Yeshihisa Atobe |
IN-PUT EARTHQUAKE WAVES AS DEDUCED FROM THE MEASURED RESPONSE OF A BUILDING |
33 |
|
C.H.Loh, S.T. Mau |
A PRELIMINARY STUDY ON A MULTI-VARIATE SYSTEM IDENTIFICATION TECHNIQUE FOR BUILDING SEISMIC RECORDS |
41 |
|
J . L . Beck, G.H. McVerry, P.C. Jennings |
APPLICATIONS OF SYSTEM IDENTIFICATION TECHNIQUES TO RECORDED EARTHQUAKE RESPONSES |
49 |
|
Richard K. Miller |
STEADY VIBROIMPACT AT A SEISMIC JOINT BETWEEN ADJACENT STRUCTURES |
57 |
|
Takuji Kobori, Kaoru Kusakabe |
CROSS-INTERACTION BETWEEN TWO EMBEDDED STRUCTURES IN EARTHQUAKES |
65 |
|
Hiroshi Tanaka, Mitsuharu Nakahara |
73 | |
|
Kazuhiko Kawashima |
SOIL-STRUCTURE INTERACTION OF A HIGHWAY BRIDGE WITH USE OF RECORDED STRONG-MOTION ACCELERATIONS |
81 |
|
P. M. Byrne |
89 | |
|
M.Nuray Aydinoğlu, Le-Wu Lu |
THE EFFECT OF STRUCTURAL INSTABILITY ON DYNAMIC RESPONSE OF SOIL-STRUCTURE SYSTEMS |
97 |
|
C. Vardanega |
EFFECT OF FOUNDATION FLEXIBILITY ON THE SEISMIC RESPONSE OF PANEL BUILDINGS |
105 |
|
Yoshihisa Gyoten, Koji Mizuhata, Tadahiro Fukusumi,Minoru Fukui, Toshihiro Ono |
113 | |
|
M.Nuray Aydinoğlu |
121 | |
|
Bruce D. Westermo |
129 | |
|
Tomoyuki Inukai, Kenji Miura, Takao Nishikawa |
DYNAMIC CHARACTERISTICS OF STRUCTURE TO STRUCTURE INTERACTION THROUGH SURFACE LAYER |
133 |
|
Georgi Brankov, Sava Kisliakov |
ON THE PROBLEM OF THE DAM-FOUNDATION-RESERVOIR INTERACTION DURING EARTHQUAKES |
137 |
|
Drazen Anicic, Mihaela Zamolo, Zorislav Soric |
EXPERIMENTS ON NON-STRUCTURAL PARTITION WALLS EXPOSED TO SEISMIC FORCES |
144 |
|
Jai Krishna |
151 | |
|
D. Benedetti, A. Castellani |
EXPERIMENTAL DETERMINATION OF THE SEISMIC RESISTANCE OF "REPAIRED MASONRY STRUCTURES |
159 |
|
D. Benedetti, M.L. Casella |
167 | |
|
Piotr D. Moncarz, Helmut Krawinkler |
MATERIAL SIMULATION IN DYNAMIC MODEL STUDIES OF STEEL AND REINFORCED CONCRETE STRUCTURES |
175 |
|
M. Seçkin, S.M. Üzümeri |
183 | |
|
Daniel P. Abrams |
191 | |
|
N.D. Nathan, S. Cherry, D.L. Anderson |
MINIMUM STEEL REQUIREMENTS IN MASONRY WALLS FOR OUT-OF-PLANE FORCES |
199 |
|
Daniel Diaconu, Petre Vernescu, Stefan Carlan, Stefan Marinescu, Mioara Dabija Ilie Soroceanu |
207 | |
|
Koichi Minami, Minaru Wakabayashi |
SEISMIC RESISTANCE OF DIAGONALLY REINFORCED CONCRETE COLUMNS |
215 |
|
Hiroshi Noguchi |
223 | |
|
Toshiro Suzuki, Tetsuro Ono |
AN EXPERIMENTAL STUDY OF ENERGY ABSORPTION CAPACITY OF HIGH-STRENGTH STEEL BEAMS |
231 |
|
Kuniaki Udagawa, Hisashi Tanaka |
STRENGTH DETERIORATION OF H-SHAPED STEEL BEAMS UNDER RANDOM LOADINGS |
239 |
|
Dumitru Vasilescu, Daniel Diaconu |
247 | |
|
P.Sheppard, S. Tercelj |
THE EFFECT OF REPAIR AND STRENGTHENING METHODS FOR MASONRY WALLS |
255 |
|
Özal Yüzügüllü |
MULTIPLE PRECAST REINFORCED CONCRETE PANELS FOR ASEISMIC STRENGTHENING OF R/C FRAMES |
263 |
|
Minoru Wakabayashi, Takeshi Nakamura, nozomu Yoshida,Satoshi Wai,Yukihiro Watanabe |
DYNAMIC LOADING EFFECTS ON THE STRUCTURAL PERFORMANCE OF CONCRETE AND STEEL MATERIALS AND BEAMS |
271 |
|
Kiyoshi Kaneta, Hidekozu Nishizawa |
FUNDAMENTAL STUDY ON THE EVALUATION OF THE DYNAMIC BEHAVIOR OF STEEL STRUCTURES |
279 |
|
Zamil A. mokrin, Wadi S. Rumman |
287 | |
|
Al.Negoita, V.Hobjila |
THE HYSTERETIC BEHAVIOUR OF THE PRECAST PRESTRESSED CONCRETE FRAMES TO THE ALTERNATING LATERAL LOADS |
291 |
|
Bekir B. Algan |
PERFORMANCE OF MULTI-STORY R/C.STRUCTURAL SYSTEMS UNDER STRONG EARTHQUAKE MOTIONS |
295 |
|
M. Papia, G. Zingane |
299 | |
|
Chen Hou-chun, Yang Jia-mei, Bao Yun-fang, Zhu Shi-huna |
DYNAMIC BEHAVIOUR OF SUSPENDED-BOILER AND THE ANALYSIS OF ITS EARTHQUAKE DAMAGE |
303 |
|
Wei Lian, Wu Qiyun, Tion Jiahua, Dai Guoying |
INELASTIC EARTHQUAKE RESPONSE ANALYSIS OF BRICK INFILLED FRAMES |
307 |
|
Toneo Endo, Hiromi Adachi, Mitsukazu Nakanishi |
FORCE-DEFORMATION HYSTERESIS CURVES OF REINFORCED CONCRETE SHEAR WALLS |
315 |
|
Vitelmo V. Bertero |
323 | |
|
T. Paulay, R Park, G.R. Birss |
331 | |
|
J.O. Jirsa, K. Maruyama, H. Ramirez |
THE INFLUENCE OF LOAD HISTORY ON THE SHEAR BEHAVIOR OF SHORT R/C COLUMNS |
339 |
|
K.A. Woodward |
BEHAVIOR OF SHORT R/C COLUMNS SUBJECTED TO CYCLIC BILATERAL DEFORMATIONS |
347 |
|
Egor P. Popov |
SEISMIC BEHAVIOR OF REINFORCED CONCRETE MOMENT-RESISTING FRAMES |
355 |
|
S.T. Burguieres Jr., J.E. Longwell, J.O. Jirsa |
SHEAR AND BOND DETERIORATION IN BEAM-COLUMN JOINTS UNDER BIDIRECTIONAL LOAD REVERSALS |
363 |
|
Tariq S. Cheema, Richard E. Klingner |
371 | |
|
C.K. Chen, R.E. Scholl, J.A. Blume |
EARTHQUAKE SIMULATION TESTS OF INDUSTRIAL STEEL STORAGE RACKS |
379 |
|
Takayuki Shimazu |
EXPERIMENTAL AND ANALYTICAL STUDY ON THE EARTHQUAKE RESISTANCE OF WALL-TYPE SPACE STRUCTURES |
387 |
|
Gheorghe Palamaru, Silvia Covali, Ilie Soroceanu,Marcel Iticovici |
EXPERIMENTAL INVESTIGATIONS REGARDING SOIL-UNDERGROUND METRO TYPE STRUCTURE DYNAMIC INTERACTION |
395 |
|
Katsuki Takiguchi, Seiji Kokusfoo, Katsumi Kobayashi, Masahiko Kimura |
RESPONSE OF R/C COLUMN TO HORIZONTAL BI-DIRECTIONAL DEFLECTION HISTORY |
403 |
|
D.A, Wesley, R,P. Kennedy, P.J. Richter |
ANALYSIS OF THE SEISMIC COLLAPSE CAPACITY OF UNREINFORCED MASONRY WALL STRUCTURES |
411 |
|
Kenji Koike, Yataro Qmote, Hiroaki Eto, Toshikazu Takeda |
419 | |
|
Denby Morrison, Ikuo Hirasawa, Fred Allen |
THE RESPONSE OF REINFORCED CONCRETE PLATE-COLUMN ASSEMBLIES SUBJECTED TO HORIZONTAL LOADING |
427 |
|
S. Tercelj, P. Sheppard |
THE LOAD-CARRYING CAPACITY AND DEFORMABILITY OF REINFORCED MASONRY WALLS |
431 |
|
Kiyoshi Kanai, Katsuyoshi Yamabe |
435 | |
|
Mete A. Sözen, Jack P. Moehle |
439 | |
|
James M. Becker, Carlos Llorente, Peter Müeller |
447 | |
|
Glen V. Berg |
ENGINEERING IMPLICATIONS OF THE BUCHAREST COMPUTING CENTER COLLAPSE |
455 |
|
Ashok K. Jain, Robert D. Hanson |
HYSTERESIS MODELS OF STEEL MEMBERS FOR EARTHQUAKE RESPONSE OF BRACED FRAMES |
463 |
|
L. Ya. Erlikhman |
RESEARCH ON STRESSES IN FRAME UNITS OF SEISMO-RESISTANT EXPANDED CLAY CONCRETE SKELETON |
471 |
|
A.R. Santhakumar R. Radhakrishnan, A. Swamidurai, J. Sivakumar. |
BEHAVIOUR OF JOINTS IN PREFABRICATED SHEAR WALLS FOR SEISMIC ZONES |
477 |
|
Masanori Hamada, Masayoshi Yokoyama, Yutaka Sugihara |
EARTHQUAKE OBSERVATION OF UNDERGROUND STRUCTURE AND ASEISMIC DESIGN |
485 |
|
Isao Mitani, Minoru Makino |
POST LOCAL BUCKLING BEHAVIOR AND PLASTIC ROTATION CAPACITY OF STEEL BEAM-COLUMNS |
493 |
|
Yang Yucheng, yang Liu |
501 | |
|
Zhu Bolong, Wu Mingshun, Zhang Kunlian |
A STUDY OF HYSTERETIC CURVE OF REINFORCED CONCRETE MEMBERS UNDER CYCLIC LOADING |
509 |
|
Kenji Ohki, Satoshi Bessho |
EXPERIMENTAL INVESTIGATION ON ASEISMIC STRENGTHENING FOR EXISTING REINFORCED CONCRETE FRAMES |
517 |
|
S. Otani, V.W.T. Cheung, S.S. Lai |
REINFORCED CONCRETE COLUMNS SUBJECTED TO BIAXIAL LATERAL LOAD REVERSALS |
525 |
|
A. Castellan!, E. Vitiello |
HOLLOW BRICKS IN BEARING:AN EXPERIMENTAL AND THEORETICAL INVESTIGATION |
533 |
|
A. Capecchi, G. Conti, A. Tafanelli |
541 | |
|
Yu. B. Barkov |
546 | |
|
M. Lakshmipathy, A.R.Santhakumar |
REINFORCED FIBROUS CONCRETE FOR STRUCTURES IN EARTHQUAKE PRONE ZONES |
549 |
|
Yasuhisa Sonobe, Kazuhiko Ishibashi, Kazuhiko Moriya, Shizua Hayashi,Katsumi Ootsuka |
BEHAVIOR OF BRACED REINFORCED CONCRETE FRAMES SUBJECTED TO CYCLIC LATERAL LOADS |
553 |
|
Shigeru Mochizuki |
ON STRESS OF SURROUNDING FRAME OF REINFORCED CONCRETE WALLS AFTER CRACKING |
557 |
|
Giuseppe Calcerano, Angelo Mosehella |
561 | |
|
Yutaro Kaneko, Yasuo Tanaka |
BRITTLE FAILURE CRITERIA OF REINFORCED CONCRETE SHORT COLUMNS CAUSED BY EARTHQUAKE LOADINGS |
565 |
|
D. Jurukovski |
569 | |
|
Sampson Huang, Gary C. Hart |
577 | |
|
Daniel P. Abrams, Michael E. Kreger |
585 | |
|
Ricardo T. Duarte |
STOCHASTIC EARTHQUAKE ANALYSIS OF STRUCTURES WITH NON-PROPORTIONAL DAMPING |
593 |
|
V.V. Bolotin |
601 | |
|
Masaya Murakami |
609 | |
|
H. Tiedemannn |
A STATISTICAL EVALUATION OF THE IMPORTANCE OF NON STRUCTURAL DAMAGE TO BUILDINGS, |
617 |
|
A. Spasov, V. Simovski |
625 | |
|
Alain H.Peyrot, Tawatehai Sutadarat |
OPTIMUM CHARACTERISTICS OF AN ELECTROMECHANICAL EARTHQUAKE ISOLATION SYSTEM |
633 |
|
Masaru Hoshiya, Toshiaki Chiba |
TIME DOMAIN MODELS FOR MULTI-DIMENSIONAL NONSTATIONARY STOCHASTIC PROCESSES |
641 |
|
Takahide Watanabe, Hiroshi Katsukura |
STOCHASTIC RESPONSE ANALYSIS OF NONLINEAR STRUCTURES SUBJECTED TO STRONG MOTION EARTHQUAKES |
649 |
|
J.N. Yang, S.C. Liu |
STATISTICAL INTERPRETATION AND APPLICATION OF RESPONSE SPECTRA |
657 |
|
Franklin Y. Cheng |
665 | |
|
W.D. Iwan, A.B. Mason Jr. |
A STATISTICAL TECHNIQUE FOR RELATING EARTHQUAKE TIME HISTORIES AND RESPONSE SPECTRA |
673 |
| Koichiro ASANO |
RESPONSE OF HYSTERETIC SYSTEMS TO RANDOM EXCITATIONS WITH TIME-DEPENDENT POWER SPECTRA |
681 |
|
Yutaka Matsushima |
NONLINEAR RANDOM RESPONSE OF HYSTERETIC SINGLE DEGREE OF- FREEDOM SYSTEM |
689 |
|
Yoshiyuki Suzuki, Ryoichiro Minoi |
STOCHASTIC PREDICTION OF MAXIMUM EARTHQUAKE RESPONSE OF HYSTERETIC STRUCTURES |
697 |
|
Mahendra P. Singh |
705 | |
|
Rudolf L. Frossmayer |
A SIMPLIFIED RANDOM VIBRATION ANALYSIS OF EARTHQUAKE EXCITED INELASTIC MOMENT-RESISTANT FRAMES |
713 |
|
Yoshikazu Yamada, Kohei Furukawa Kiyoshi Kitajima |
721 | |
|
Armen Der Kiureghian |
729 | |
|
Roberto Del Tosto |
PROBABILISTIC ANALYSIS OF DAMAGE FROM EARTHQUAKE GROUND MOTION..... |
737 |
|
Jon D. Chrostowski, Larry T. Lee |
RE-EVALUATING THE EFFECT OF SEISMIC GROUND MOTION CORRELATION ON STRUCTURAL RESPONSE |
741 |
|
L. Sh. Kilimnik, B.A. Kirikov |
745 | |
|
Yu. P. Dronov |
753 |
| Author | Title | Page No |
|---|---|---|
|
M.G. Oliva, R.W. Clough |
1 | |
|
Mehdi Saiidi, Mete Sözen |
A NAIVE MODEL FOR NONLINEAR RESPONSE OF REINFORCED CONCRETE BUILDINGS |
8 |
|
R.Park, M.J.N. Priestley, W.D. Gill, R.T. Potangaroa |
DUCTILITY AND STRENGTH OF REINFORCED CONCRETE COLUMNS WITH SPIRALS OF HOOPS UNDER SEISMIC LOADING |
15 |
|
Peter Mueller, James M. Becker |
SEISMIC BEHAVIOR OF PRECAST WALLS COUPLED THROUGH VERTICAL CONNECTIONS |
23 |
|
Charles F. Scribner, James K, Wight |
DELAYING SHEAR STRENGTH DECAY.IN REINFORCED CONCRETE FLEXURAL MEMBERS UNDER LARGE LOAD REVERSALS |
31 |
|
Chiaki Matsui, Shasuke Morino, Keigo Tsuda |
39 | |
|
Takeo Naka, Koji Morita, Masahiko Tachibana |
STRENGTH AND HYSTERESIS CHARACTERISTICS OF STEEL-REINFORCED CONCRETE BEAM-COLUMNS WITH BASE |
47 |
|
J.D. Aristizabal-Qchoa, A.E.Fiorato, W.G. Corley |
55 | |
|
M. Aslam, W.G. Godden, D.T. Scalise |
SLOSHING OF LIQUIDS IN RIGID ANNULAR CYLINDRICAL AND TORUS TANKS DUE TO SEISMIC GROUND MOTIONS |
63 |
|
Shamim A. Sheikh, S.M. Üzümeri |
71 | |
|
K. Hanada, A. Kato, M. Kanae |
79 | |
|
Heinrich Gugerli, Subhash C. Goel |
LARGE SCALE TESTS FOR THE HYSTERESIS BEHAVIOR OF INCLINED BRACING MEMBERS |
87 |
|
Dumitru Vasilescu |
SPATIAL SUB ASSEMBLAGE TESTS FOR R/C FRAMES TO DYNAMIC CYCLIC LOADING |
95 |
|
L.R. Gupta, Brijesh Chandra |
99 | |
|
Russell S. Mills, Helmut Krawinkler |
EARTHQUAKE SIMULATOR STUDY OF A STEEL FRAME SMALL-SCALE MODEL |
103 |
|
C. Mihai, M. Manolovici, St. Carlan, St. Marinescu, M. Iticovici |
107 | |
|
Pedro A. Hidalgo, Hugh D. Mc Niven |
111 | |
|
R.W. Clough, P. GÜlkan, R.L.Mayes |
119 | |
|
Egor P. Popov |
127 | |
|
Dixon Rea, Alvar M. Kabe |
EARTHQUAKE-INDUCED PERMANENT DISPLACEMENTS IN SMALL SHEAR-TYPE STEEL STRUCTURES |
133 |
|
R. Shepherd |
141 | |
|
A. Cantoldi, M. Casirati, P. Pezzoli |
EXPERIMENTAL SEISMIC VERIFICATION OF ASSEMBLED PREFABRICATED STRUCTURES |
149 |
|
J.D. Aristizabal-Ochoa, A.J. Clark |
157 | |
|
Takeshi Nakamura, Nozomu Yoshida, Satoshi Iwai, Hidehiro Takai |
165 | |
|
Yoichi Higashi, Toneo Endo, Masamichi Ohkubo, Yasushi Shimizu |
EXPERIMENTAL STUDY ON STRENGTHENING REINFORCED CONCRETE STRUCTURE BY ADDING SHEAR WALL |
173 |
|
A. Bernardini, C. Modena, V. Turnsek, U. Vescovi |
181 | |
|
Shohei Hayashi |
185 | |
|
Setsuro Nomura, Kazuhide Sato |
RIGIDITY AND STRENGTH OF REINFORCED CONCRETE STRUCTURE WITH SPANDRELS AND WING WALLS |
189 |
|
Alberto Parducci, Marco Mezzi |
193 | |
|
Kiyoo Matsushita Masanori Izumi, Hirozo Mihashi,Tatsuo Sasaki, Noriaki Nomura |
197 | |
|
H. Goto, T. Kasai, N. Imanishi |
INELASTIC EARTHQUAKE RESPONSE OF TALL R.C. BRIDGE PIERS WITH EMPHASIS ON ULTIMATE STATES |
201 |
|
N. Ogawa |
205 | |
|
Hajime Umemura, Hiroyuki Aoyama, Youji Hosokawa |
RESTORING FORCE CHARACTERISTICS OF RC WALLS WITH OPENINGS AND REINFORCING METHODS |
209 |
|
Takashi Uchida, Nobutsugu Ohmori Tsunehisa Tsugawa, Akira Endoh |
STRUCTURAL TEST AND ANALYSIS ON THE SEISMIC BEHAVIOR OF THE REINFORCED CONCRETE REACTOR BUILDING |
217 |
|
Koichi Takanashi, Kuniaki Udagawa, Hisashi Tanaka |
PSEUDO-DYNAMIC TESTS ON A 2-STORY STEEL FRAME BY COMPUTER-LOAD TEST APPARATUS HYBRID SYSTEM |
225 |
|
Takashi Arakawa |
EFFECTS OF WELDED BAND PLATES ON ASEISMIC CHARACTERISTICS OF REINFORCED CONCRETE COLUMNS |
233 |
|
Teizo Fujiwara |
SEISMIC BEHAVIOR OF INELASTIC MEMBERS OF BRACED FRAME STRUCTURE |
241 |
|
M. Yamada, B.Tsuji, H. Adachi |
249 | |
|
Hiroaki Eto, Toshikazu Takeda |
257 | |
|
J.R. Sladek. R.E. Klingner |
265 | |
|
Dixon Rea, William E. Wolfe |
EARTHQUAKE-INDUCED PERMANENT DISPLACEMENTS IN MODEL REINFORCED EARTH WALLS |
273 |
|
Isao Sakamoto |
281 | |
|
P. Gavrilovic, M.Velkov, D.Jurukovski, D.Mamucevski |
BEHAVIOUR OF REINFORCED CONCRETE BEAM-COLUMN JOINTS UNDER CYCLIC LOADING |
289 |
|
Miodrag Velkov, P.M. Gavrilovic |
REPAIRED REINFORCED CONCRETE MEMBERS AND JOINTS UNDER CYCLIC LOADING |
297 |
|
Koichi Minami, Yasushi Nishimura |
HYSTRETIC CHARACTERISTICS OF BEAM-TO-COLUMN CONNECTIONS IN STEEL SEINFORCED CONCRETE STRUCTURES |
305 |
|
Erdoğan Uzgider |
INELASTIC RESPONSE OF STEEL FRAMES SUBJECT TO MULTICOMPONENT EARTHQUAKES |
309 |
|
B.R. Ellis, A.P. Jeary |
RECENT WORK ON THE DYNAMIC BEHAVIOUR OF TALL BUILDINGS AT VARIOUS AMPLITUDES |
313 |
|
Tomoya Nagasaka |
317 | |
|
Chiaki Matsui, Takashi Yoshizumi |
INFLUENCE OF LOCAL AND LATERAL BUCKLING ON INELASTIC BEHAVIOR OF STEEL FRAMES |
321 |
|
Avigdor Rutenberg, Paul C. Jennings, George W. Housner |
THE RESPONSE OF VETERANS HOSPITAL BUILDING 41 IN THE SAN FERNANDO EARTHQUAKE |
325 |
|
Ikuo Yamaguchi, Shunsuke Sugano, Yasuo Higashibata,Toshio Nagashima |
INELASTIC, CYCLIC BEHAVIOR OF REINFORCED CONCRETE FRAME-WALL STRUCTURES SUBJECTED TO LATERAL FORCES |
333 |
|
Ronald F. Scott, J. Brent Hoerner |
341 | |
|
CD. Matthewson, R.A. Davey |
349 | |
|
Toshio Shiga, Akenori Shibata, Junichi Shibuya, Junichi Takahashi |
357 | |
|
He Duxin, Gao Jinying |
365 | |
|
Qian Peifeng, Su Wunzao, Yang Yadi |
373 | |
|
Koji Yoshimura, Kenji Kikuchi |
381 | |
|
Shinsuke Nakata, Terry Sproul, Joseph Penzien |
MATHEMATICAL MODELLING OF HYSTERESIS LOOPS FOR REINFORCED CONCRETE COLUMNS |
389 |
|
Kiyoshi Kaneta, Isao Kohzu |
397 | |
|
Jiro Miyauchi, Jun Tsujimoto |
DYNAMIC BEHAVIOR OF PIPELINE DURING THE MIYAGI-KEN-OKI EARTHQUAKE IN 1978 |
405 |
|
F. Vestroni, D. Capecchi, G. Rega |
413 | |
|
Haluk Aktan, Movses J. Kaldjian |
NONLINEAR CYCLIC BEHAVIOR OF REINFORCED CONCRETE PLANE STRESS MEMBERS |
421 |
|
G.A. Shapiro, V.F. Zakharov |
429 | |
|
Jean-Guy Beliveau, Michel Favillier |
DAMPING ESTIMATION FROM FULL-SCALE CYCLIC TESTING OF A FIVE-STORY STEEL FRAME |
433 |
|
Eberhard Luz, Siegfried Gurr |
437 | |
|
Bao Zhi-Wen, Qiu Zong-Lian, Lai Jin-Yan |
441 | |
|
Koichi Takanashi, Hidetake Taniguchi |
PSEUDO-DYNAMIC TESTS ON FRAMES INCLUDING HIGH STRENGTH BOLTED CONNECTIONS |
445 |
|
Barry J. Goodno, Kenneth M. Will, Hafsteinn Palsson |
EFFECT OF CLADDING ON BUILDING RESPONSE TO MODERATE GROUND MOTION |
449 |
|
Thomas T. Baber, Yi-Kwei Wen |
457 | |
|
W.O. Keightley |
465 | |
|
Yu. Simon, V. A. Zakarian, R. A. Badalian |
472 | |
|
Ben Kato, Atsuo Tanaka, Hiroyuki Yamanouchi |
A FIELD WORK INVESTIGATION OF STEEL BUILDING DAMAGE DUE TO TEE 1978 MIYAGIKEN-OKI EARTHQUAKE |
479 |
|
W.E. McKevitt, D.L. Anderson, N.D. Nathan, S. Cherry |
487 | |
|
Franklin Y. Cheng, Prasert Kitipitayangkul |
INELASTIC BEHAVIOR OF BUILDING SYSTEMS SUBJECTED TO THREE-DIMENSIONAL EARTHQUAKE MOTIONS |
495 |
|
H. Takizawa |
EFFECTS OF LOCALIZED FAILURE IN EVALUATING ULTIMATE CAPACITY OF R/C BUILDINGS, |
503 |
|
Eiroyuki Aoyama, Manabu Yoshimura |
511 | |
|
Yuji Sato, Yukio Sawabe |
VIBRATION TESTS ON REINFORCED CONCRETE TOWERS FOR MICROWAVE TELECOMMUNICATION |
519 |
|
Junji Ogawa, Yoshihiro Abe |
STRUCTURAL DAMAGE AND STIFFNESS DEGRADATION OF BUILDINGS CAUSED BY SEVERE EARTHQUAKES |
527 |
|
Soichi Kawamura, Koji Kitazawa, Nagahide Kani, Masatashi Hisano |
VIBRATION TESTS ON MANY TYPES OF BASE AND BUILDING MODELS SET ON REAL GROUND |
535 |
|
Y. Sonobe, M. Yokoyama, H.Imai |
NECESSARY AND SUFFICIENT CONDITIONS FOR PROPERTIES OF FRAMED SHEAR WALLS AFTER CRACKING |
543 |
|
Trifun Paskalov, Ljubomir Taskov, Boris Taskovski |
551 | |
|
K. Suzuki, S. Aoki |
559 | |
|
Nina Avramidou Maio |
563 | |
|
Alberto Parducci, Marco Mezzi |
NON SYMMETRIC RESPONSE' OF SYMMETRIC R/C STRUCTURES TO BIAXIAL SEISMIC INPUTS |
567 |
| Author | Title | Page No |
|---|---|---|
|
S.A. Short, R.P. Kennedy |
PWR REACTOR BUILDING RESPONSE FROM HIGH ACCELERATION, SHORT DURATION EARTHQUAKES |
1 |
|
H. Erhan Ermutlu |
SEISMIC ANALYSIS OF THE TURBINE BUILDING OF A BWR NUCLEAR POWER PLANT |
9 |
|
Shin-ichi Hirashima, Muneaki Kato, Teruyuki Ueshima |
EARTHQUAKE OBSERVATIONS AND ANALYSES OF A NUCLEAR POWER PLANT |
17 |
|
James E.Beavers |
25 | |
|
M.C.Chen, H.Kamil |
33 | |
|
T.Selçuk Atalik |
41 | |
|
M.Richli, I.V.Constantopoulos, N.R.Vaidya |
SEISMIC DESIGN CONSIDERATIONS FOR STRUCTURES SUPPORTED ON ASEISMIC BEARING PADS |
45 |
|
Semih Tezcan, Ahmet Ḉivi, G.Hüffmann |
53 | |
|
Gilles C.Delfosse |
61 | |
|
W.G.Godden, M.Aslam, D.Theodore Scalise |
69 | |
|
Pratima Rani, Ashok Kumar |
CONTROL OF SEISMIC EFFECT ON SWITCHYARD EQUIPMENTS BY VIBRATION ISOLATION SYSTEM. |
77 |
|
M.Corti, F.Parmigiani, S.C.L. Botcherby |
DYNAMIC TEST OF AN ARCH DAM USING A LASER LIGHT VIBRATION SENSOR |
85 |
|
R.Flesch, M.Eiselmayer |
93 | |
|
Mani Kant Gupta, Prabhat Kamal Sood, R.C.Agrawal |
101 | |
|
George Gazetas |
3-DIMENSIONAL LATERAL AND LONGITUDINAL SEISMIC STABILITY OF EARTH AND ROCK-FILL DAMS |
109 |
|
Guenter Klein, Panayotis Papykyriakopoulos, Hanns Simons |
METHODS FOR THE INVESTIGATION OF EARTH DAMS UNDER SEISMIC LOADS |
117 |
|
Trifun Paskalov, Kosta Talaganov Sile Galbov |
125 | |
|
Eiji Yanagisawa, Takashi Fukui |
PERFORMANCE OF THE TARUMEZU ROCKFILL DAM DURING STRONG EARTHQUAKE |
133 |
|
Alexandra Negoita, Virgil Breaban |
SOME ASPECTS CONCERNING THE SEISMIC INELASTIC RESPONSE OF LOCAL MATERIAL |
141 |
|
S.N. Varadhi, Surendra K.Saxena |
147 | |
|
N.Mostaghel, G.Ahmadi |
A SIMPLIFIED PROCEDURE FOR OBTAINING SITE DEPENDENT DESIGN SPECTRA |
151 |
|
M.Chatterjee, Wayne W.H.Chen, S.Loo |
155 | |
|
Jon D.Co11insJames M.Hudson, Jon D.Chrostowski |
THE PREDICTION OF ACCIDENT PROBABILITIES IN A NUCLEAR POWER PLANT DUE TO EARTHQUAKE EVENTS |
159 |
|
O.R.Guerra, L.Esteva |
OPTIMIZATION CRITERIA FOR THE SELECTION OF GROUND MOTION ISOLATORS |
163 |
|
G. Hüffmann |
SPRING-DAMPER SYSTEMS FOR THE SUPPORT OF STRUCTURES TO PREVENT EARTHQUAKE DAMAGE |
167 |
|
Ye Yaoxian |
169 | |
|
J.Muhammadi, A.H-S.Ang |
177 | |
|
Eiichi Kuribayashi, Tadayuki Tazaki, Takayuki Hadate, Ryoji Hagiwara |
FUNCTIONAL DAMAGE AND REHABILITATION OF LIFELINES IN EARTHQUAKES |
185 |
|
I.V.Constantopoulos, J.R.Cole-Baker, A.P.Michalopoulos |
193 | |
|
D.K. Shukla, P.C. Rizzo, D.E. Stephenson |
201 | |
|
Heki Shibata, Tatsuya Shigeta, Hirofumi Kondo, Tashihide Sekido |
209 | |
|
N.El-Akily, S.K.Datta |
217 | |
|
Keizaburo Kubo, Ryoji Isoyama |
DAMAGE TO BURIED UTILITY PIPES IN THE 1978 MIYAGIKEN-OKI EARTHQUAKE |
225 |
|
Tsuneo Katayama, Yashiharu Masui, Ryoji Isoyama |
RESTORATION OF LIFELINES IN SENDAI AFTER THE DAMAGE CAUSED BY THE 1978 MIYAGl-KEN-OKI EARTHQUAKE |
233 |
|
Nobuji Nasu, Takaki Morioka, Hiroshi Oishi |
EARTHQUAKE OBSERVATION AND STRAIN MEASUREMENT IN A. SUBMARINE TUNNEL |
241 |
|
C.C.Chen, T.Ariman, L.H.N.Lee |
249 | |
|
P.C.Wang, A.J. Philippacopoulos |
257 | |
|
S.Pazargadi |
LIFELINE RESPONSE ANALYSIS UNDER NONSTATIONARY TRAVELING SEISMIC WAVE LOADING |
265 |
|
Motohiko Hakuno |
CHARACTERISTICS OF NETWORK RELIABILITY OF VARIOUS TYPES OF LIFE-LINE SYSTEMS |
273 |
|
Joseph P.Wright, Shiro Takada |
EARTHQUAKE RESPONSE CHARACTERISTICS OF JOINTED AND CONTINUOUS BURIED LIFELINES |
281 |
|
M.Novak, A.Hindy |
287 | |
|
Leon Ru-Liang Wang |
SEISMIC VULNERABILITY, BEHAVIOR AND DESIGN OF BURIED PIPELINES |
295 |
|
C.S. Oliveira, J.J. Azevedo, J.M. Paula Antunes |
303 | |
|
Michael O Rourke, Gerardo Castro |
311 | |
| A.Castoldi, M. Casirati, M. Zola |
SEISMIC QUALIFICATION OF ELECTRICAL EQUIPMENT FOR SUBSTATIONS |
315 |
|
A.R. Chandrasekaran, Ashok D. Pandey, Rakesh Khetarpal |
319 | |
|
Tarek S.Aziz, C. Gordon Duff |
A MULTIPLE SUPPORT APPROACH FOR SEISMIC ANALYSIS OF STEAM GENERATORS IN CANDU 600 MWE NPP |
323 |
|
Ronald L. Mayes, James D. Cooper |
DEVELOPMENT OF HIGHWAY BRIDGE SEISMIC DESIGN CRITERIA FOR THE UNITED STATES |
327 |
|
F. Machida, T. Tatabe, S. Miyazaki, J.Kodera |
EARTHQUAKE DAMAGE TO CONTINUOUS GIRDER BRIDGES WITH DAMPERS INSTALLED AT THE SUPPORT |
335 |
|
Ashok D. Pandey, Prem Krishna, M. R. Sethia |
343 | |
|
H. Yokota, M. Sezaki, H. Tsutsumi |
EARTHQUAKE RESISTANCE OF DYWIDAG PRESTRESSED CONCRETE BRIDGE BEING CONSTRUCTED BY CANTILEVER METHOD |
351 |
|
Tadayuki Tazaki |
INSPECTION AND RETROFITTING FOR EARTHQUAKE RESISTANCE VULNERABILITY OF HIGHWAY BRIDGES IN JAPAN |
359 |
|
Yozo Ohchi |
367 | |
|
A Gürpmar, B.J. Gryspeert, J.R. Cole-Baker |
DYNAMIC ANALYSIS OF OFFSHORE PLATFORMS UNDER SEISMIC EXCITATION |
375 |
|
Hristo Kapsarov |
DYNAMIC ANALYSIS OF A 250 m HIGH REINFORCED CONCRETE CHIMNEY AND CRITERIA FOR ITS SEISMIC STABILITY |
383 |
|
A.P. Michalopoulos, E.R. Ries |
387 | |
|
Christian Bratu |
395 | |
|
H. Nohmi, T. Yamagata, S.Yamamoto, T. Tsugawa, K. Wakasugi |
ASEISMIC ANALYSIS OF LARGE CAPACITY BOILER FRAMINGS FOR COAL FIRED POWER STATION |
399 |
|
John P. Wolfs, Petter E. Skrikerud |
407 | |
|
S Yamada T. Oda, K. Yoshida, S. Yamamoto, K. Kawana, T. Shibuya |
DAMAGE ANALYSIS OF OIL STORAGE TANKS FOR OFF MIYAGI PREFECTURE EARTHQUAKE OF JUNE 12, 1978 |
415 |
|
Barry J. Goodno, Hafsteinn Palsson |
INFLUENCE OF DISCRETE DAMPERS ON SEISMIC RESPONSE OF A FREESTANDING TOWER |
423 |
|
G.W. Housner, M.A. Haroun |
431 | |
|
C.S. Gran, T.Y. Yang, J.L. Bogdanoff |
THEORETICAL STUDIES OF THE SEISMIC RESPONSE OF COLUMN-SUPPORTED COOLING TOWERS |
439 |
|
T.Y. Yang, M.I. Baig, John L. Bogdanoff |
RESPONSE SPECTRUM ANALYSIS OF A 600 MW AND A 1200 MW BOILER STRUCTURES |
447 |
|
Rodica Muscan |
CERTAIN ASPECTS CONCERNING THE INDUSTRIAL IMPLEMENTATION IN SEISMIC ZONES |
455 |
|
David Williams, David A. Lang |
459 | |
|
Hasan T. Tezduyar, Teoman Ariman, Lawrence H.N. Lee |
ON SEISMIC RESPONSE OF PRESSURE VESSELS WITH CUTOUTS AND CRACKS |
463 |
|
Kenzo Toki |
NONLINEAR RESPONSE OF CONTINUOUS BRIDGE SUBJECTED TO TRAVELING SEISMIC WAVE |
467 |
|
Kazuo Ishida |
475 | |
|
O.A. Glogau, W.D.Clark |
479 | |
|
A.J. Schiff, H.S. Tzou, Y.H. Chu |
483 | |
|
P. D. Gosavi, A. V. Wedpathak, S. C. Marwadi, S. K. Guha |
487 | |
|
K.N. Sinha, T.K.D. Munsi |
CONSIDERATIONS IN ASEISMIC DESIGN OF REFINERY FRACTIONATION COLUMNS |
491 |
|
L. Tzenov |
LONG-IN-PLAN STRUCTURAL SYSTEMS UNDER THE ACTION OF SEISMIC EXCITATION |
495 |
|
Enrique del Valle, Manuel Diaz-Canales, Jorge Prince, Alejandro Vazquez |
SEISMIC ANALYSIS OF THE ELEVATED STRUCTURE FOR THE MEXICO CITY METRO |
499 |
|
Kengo Tagawa, Osamu Kojima, Toshio Nasu |
DYNAMIC BEHAVIOR OF A LARGE-SCALE BLAST FURNACE DURING EARTHQUAKES |
503 |
|
K. Kawano, T. Oda, K. Yoshida, S. Yamamoto, T. Shibuya,S. Yamada |
DAMAGES OF OIL STORAGE TANKS FOR OFF MIYAGI PREFECTURE EARTHQUAKE OF JUNE 12, 1978 |
507 |
|
A.R. Chandrasekaran, N.C. Singhal |
511 | |
|
P.C. Chen |
A UNIFIED APPROACH TO THE SEISMIC ANALYSIS OF BUILDINGS AND EQUIPMENT |
515 |
|
Katuyuki Dewa, Michitaka Hirose, Ichiro Saito, Akira Ohira |
EARTHQUAKE OBSERVATIONS AND ANALYSIS OF LNG TANK ON PILE FOUNDATION |
519 |
|
B. Martinez, J. Bielak |
ON THE THREE-DIMENSIONAL SEISMIC RESPONSE OF EARTH STRUCTURES |
523 |
| Author | Title | Page No |
|---|---|---|
|
Joseph Penzien |
REPORT ON THE ACTIVITIES OF EARTHQUAKE ENGINEERING RESEARCH CENTER UNIVERSITY OF CALIFORNIA BERKELEY |
1 |
|
W.G. Corley, M.Fintel, A.E. Fiorato, A.T. Derecho |
EARTHQUAKE ENGINEERING RESEARCH AT THE PORTLAND CEMENT ASSOCIATION-A PROGRESS REPORT |
17 |
|
R. Park, J.B. Berrill, A.J. Carr, D.G. Elms, P.J. Moss, T. Pautay, M.J.N. Priestley |
PROGRESS REPORT OF EARTHQUAKE ENGINEERING RESEARCH AT THE UNIVERSITY OF CANTERBURY |
33 |
|
Eiichi Kuribayashi, Toshio Iwasaki |
49 | |
|
S.C. Goel, R.D, Hanson, F.E. Ri chart, Jr. W.S. Rumman, V.L. Streeter, J.K. Wight, R.D. Woods, E.B. Wylie |
RESEARCH PROGRESS REPORT, DEPARTMENT OF CIVIL ENGINEERING,THE UNIVERSITY OF MICHIGAN |
65 |
|
Edgar V. Leyendecker, James R. Harris, Richard N. Wright, Edward O. Pfrang |
RESEARCH IN EARTHQUAKE HAZARDS REDUCTION AT THE NATIONAL BUREAU OF STANDARDS |
75 |
|
Frank J. Tokarz |
EARTHQUAKE ENGINEERING PROGRAMS AT THE LAWRENCE LIVERMORE LABORATORY |
81 |
|
Kung Szuli |
A BRIEF DESCRIPTION OF ASEISMIC DESIGN CODE FOR INDUSTRIAL AND CIVIL BUILDINGS |
97 |
|
Andreas Vogel |
109 | |
|
W.D. Iwan |
REPORT ON THE INTERNATIONAL WORKSHOP ON STRONG-MOTION EARTHQUAKE INSTRUMENT ARRAYS |
115 |
|
Haresh C. Shah, James M. Gere |
EARTHQUAKE ENGINEERING RESEARCH AT THE JOHN A. BLUME EARTHQUAKE ENGINEERING CENTER |
129 |
|
Masayoshi Nakashima, Le-Wu.Lu- Ti Huang, H. Faruk Karadogan |
CURRENT RESEARCH AT LEHIGH UNIVERSITY ON CONCRETE FLOOR SYSTEMS UNDER IN-PLANE SEISMIC LOADING |
145 |
|
Makato Matsuura, Takayuki Shimazu |
RESEARCH PROGRESS ON EARTHQUAKE ENGINEERING IN THE FACULTY OF ENGINEERING UNIVERSITY OF HIROSHIMA |
157 |
|
Shamsher Prakash, R.W. Stephenson |
PROGRESS REPORT On GEOTECHNICAL EARTHQUAKE STUDIES AT UNIVERSITY OF MISSOURI-ROLLA |
173 |
|
D.V. Mallick, S.Y. Barony |
185 | |
|
I.V. Constantopoulos, E.R. Ries, A.P. Michalopoulos |
PROGRESS REPORT RECENT EXPERIENCE FROM THE PRACTICE OF SEISMIC ANALYSIS FOR STRUCTURES |
197 |
|
Bernard M. Feilden |
213 | |
|
Carl P. Aumen, Teoman Ariman, Gregory Muleski |
SURVEY OF EXISTING BURIED GAS PIPELINES AND THEIR SEISMIC RESISTANCE |
227 |
|
Robert A. Olson |
235 | |
|
Eiichi Kuribayashi, Osamu Ueda |
243 | |
|
Dr. Erhaan Karaesmen |
251 | |
|
Ovadia E. Lev |
A SYSTEM FOR EVALUATION AND MITIGATION OF REGIONAL EARTHQUAKE DAMAGE | 256 |
|
Franz Sauter, Martin W. McCann, Haresh C. Shah |
DETERMINATION OF DAMAGE RATIOS AND INSURANCE RISKS FOR SEISMIC REGIONS |
263 |
|
A . I . Martemyanov |
271 | |
|
Aydln Germen |
277 | |
|
Syed N. Sibtain |
285 | |
|
J. Lefter, M. Swatta |
A STRATEGY FOR SETTING PRIORITIES FOR THE EVALUATION OF SEISMIC RESISTANCE OF EXISTING BUILDINGS |
293 |
|
M. Elisabeth Pate |
ASSESSMENT AND MITIGATION OF EARTHQUAKE EFFECTS ON ECONOMIC PRODUCTION | 301 |
|
A. Kh. Koridze |
THE ASSESSMENT OF PROBABLE ECONOMIC LOSSES CAUSED BY EARTHQUAKES IN RURAL DWELLINGS | 307 |
|
Shigeo Kawabata, Yasuyuki Kamiya, Hajime Matsui |
EARTHQUAKE COUNTERMEASURES OF SHIZUOKA PREFECTURE: PRIMARILY ABOUT BUILDINGS |
313 |
|
Karl V. Steiribrugge, Henry J. Lagorio, S.T. Algermissen |
EARTHQUAKE INSURANCE AND MICROZONED GEOLOGIC HAZARDS: UNITED STATES PRACTICE |
321 |
|
Delbert B. Ward, Craig E. Taylar |
THE USE OF EARTHQUAKE RESEARCH FOR DEVELOPING A STATE GOVERNMENT' S SEISMIC SAFETY POLICY |
329 |
|
Syun'itiro Omote, Hiclemori Narahashi |
PSYCHOLOGY AND HUMAN BEHAVIOR AT THE TIME OF LARGE DESTRUCTIVE EARTHQUAKES |
337 |
|
Yutaka Ohta, Hitomi Ohashi |
A FIELD SURVEY ON HUMAN RESPONSE DURING AND AFTER AN EARTHQUAKE |
345 |
|
Roberto Del Tosto, Ronald T. Eguchi |
353 | |
|
Ali Ulubaş |
360 | |
|
Kenji Migita, Ai'ichiro Tanaka |
STATE-OF-THE-ART OF EARTHQUAKE HAZARD MITIGATION IN KUMAMOTO CITY |
363 |
|
Hidemori Narahashi |
367 | |
|
Ömür Türksoy (Kizilgün) |
SELF-HELP HOUSING IN VILLAGE RESETTLEMENT PROJECTS: AN EVALUATION OF THE TURKISH EXPERIENCE |
371 |
|
Nebahat Tokatli |
TOWN PLANNING AS A TOOL FOR MITIGATING EARTHQUAKE DAMAGE: AN EVALUATION OF THE BOLU CASE IN TURKEY |
375 |
|
Gül Selman, Mehmet Selman |
379 | |
|
Michio Otsuka |
A PROPOSAL OF THE NEW PARAMETER FOR ASSESSING SEISMIC DISASTER |
383 |
|
Julio Ibanez |
ADVANTAGE OF THE ENERGY INSTEAD OF THE FORCE IN THE TREATMENT OF EARTHQUAKE ENGINEERING PROBLEMS |
387 |
|
T.Zh. Zhunusov, Yu.A. Vypriazhkiri, E.G. Boochatskiy |
391 | |
|
Yutaka Ohta, Noritoshi Goto, Kazuyuki Satoh, Oktay Ergünay, Ahmet Tabban |
AN ENGINEERING SEISMOLOGICAL STUDY ON THE 1976 ALDIRAN EARTHQUAKE IN TURKEY |
399 |
|
Vladimir C. Kalevras |
TYPES AND CAUSES OF EARTHQUAKE INDUCED STRUCTURAL DAMAGE IN R/C BUILDINGS GREECE |
407 |
|
Setsuo Noda, Satoshi Hayashi |
DAMAGE TO PORT STRUCTURES BY THE 1978 MIYAGI-KEN-OKI EARTHQUAKE |
415 |
|
Kiyoshi Nakano, Yuji Ohashi |
DAMAGES TO BUILDING STRUCTURAL SYSTEMS DURING THE MIYAGI-KEN-OKI EARTHQUAKE OF JUNE 12, 1978 |
423 |
|
Raul Husid |
THE FEBRUARY 4, 1976 EARTHQUAKE IN GUATEMALA CITY AND VICINITY: ENGINEERING FIELD REPORT |
431 |
|
Max Hintergröber, Axel Jungmann |
EARTHQUAKE IN THE "SCHWABISCHE ALB", GERMANY SEPTEMBER 3, 1978 |
439 |
|
G. Brankov, S. Sachanski |
EFFECTS OF VRANCHEA EARTHQUAKE, MARCH 1977 ON THE TERRITORY OF BULGARIA |
446 |
|
Liu Huixian Zhang Zaiyong |
453 | |
|
Hideaki Kishida, Toshikazu Hanazato, Shoichi Nakai |
DAMAGE OF REINFORCED PRECAST CONCRETE PILES DURING THE MIYAGIKEN-OKI EARTHQUAKE OF JUNE 12, 1978 |
461 |
|
Katsuki Takguchi, Kenji Okada |
DAMAGE TO A FIVE STORY R/C HOTEL BUILDING DUE TO THE 1978 IZU OSHIMA KINKAI EARTHQUAKE |
469 |
|
Wang Zuang Sun, Ju Ming Chuan, Chen Zhong, Tung Wei Ming |
473 | |
|
E.C. Carvalho |
ENGINEERING ASPECTS OF THE JANUARY 1ST, 1980 AZORES EARTHQUAKE |
477 |
|
F. Kaftanoğlu, B. Kaftanoğlu |
481 |