STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING - Page No. 1
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| MULTIPLE EVENT ANALYSIS OF 1979 EMPERIAL VALLEY EARTHQUAKE USING DISTINCT PHASES IN NEAR-FIELD ACCELEROGRAMS | Yozo FUJINO, Takashi YOKOTA, Yoshihiro HAMAZAKI, Ryosuke INOUE | 1-1 | | 1984 | 165-174 | ^ |  |
| STUDY ON COMPLEXITY OF LARGE EARTHQUAKES | Masahiro IIDA, Motohiko HAKUNO | 1-2 | | 1984 | 47-57 | ^ | |
| SEISMIC ANALYSIS OF MULTI-SPAN CONTINUOUS GIRDER BRIDGE WITH EMPHASIS ON SOIL-FOUNDATION-SUPERSTRUCTURE INTERACTION | Hirokazu TAKEMIYA, Toshiki SHIMADA | 1-2 | | 1984 | 77-185 | ^ | |
| SEISMIC ANALYSIS OF HIGH PIER VIADUCT WITH HIGHWAY AND RAILWAY | Iwao YOSHIDA, Shinichi MUGURUMA, Kohzo HIGUCHI | 1-2 | | 1984 | 147-156 | ^ | |
| ON SEISMIC RESPONS CHARACTERISTICS OF CAISSON-PIER | Teruo ASANO, Masao SATAKE | 1-2 | | 1984 | 177-180 | ^ | |
| THREE-DIMESIONAL SEISMIC ANALYSIS FOR SOIL-FOUNDATION-SUPERSTRUCTURE BASED ON DYNAMIC SUBSTRUCTURE METHOD | Hirokazu TAKEMIYA | 2-1 | | 1985 | 163-173 | ^ | |
| AN EXPERIMENTAL STUDY ON SLIDING RIGID BODY IN WATER DURING EARTHQUAKES | Tatsuo UWABE, Norihiro HIGAKI | 2-1 | | 1985 | 237-245 | ^ | |
| CONTROL OF INPUT ENERGY FOR ELASTO-PLASTIC MULTI-MASS SYSTEMS SUBJECTED TO SEISMIC MOTION | Tomonori OHNO, Takashi NISHIOKA | 2-1 | | 1985 | 247-257 | ^ | |
| PREDICTION OF NONSTATIONARY EARTHQUAKE MOTIONS ON ROCK SURFACE | Masata SUGITO, Hiroyuki KAMEDA | 2-2 | | 1985 | 149-159 | ^ | |
| ATTENUATION OF PEAK GROUND MOTIONS AND ABSOLUTE ACCELERATION RESPONSE SPECTRA OF VERTICAL EARTHQUAKE GROUND MOTION | Kazuhiko KAWASHIMA, Koh AIZAWA, Kazuyuki TAKAHASHI | 2-2 | | 1985 | 169-176 | ^ | |
| SYNTHESIZING DESIGN GROUND MOTIONS FROM MICROEARTHQUAKE RECORDS | Kenzo TOKI, Tadanobu SATO, Junji KIYONO | 2-2 | | 1985 | 177-187 | ^ | |
| OPTIMUM DISTRIBUTION OF INPUT ENERGY AND STIFFNESS IN EARTHQUAKE RESISTANT DESIGN FOR SHEAR MULTI-MASS SYSTEMS | Tomonori OHNO, Takashi NISHIOKA | 3-1 | | 1986 | 103-113 | ^ | |
| STRENGTH CHARACTERISTICS OF STEEL ARCH BRIDGES SUBJECTED TO LONGITUDINAL ACCELERATION | Shigeru KURANISHI, Akinori NAKAJIMA | 3-2 | | 1986 | 119-127 | ^ | |
| SESMIC BEHAVIOR OF A ROCK TUNNEL | Yasuki YAMAGUCHI, Mitsuru TSUJITA, Kazushi WAKITA | 3-2 | | 1986 | 249-259 | ^ | |
| SEISMIC RESPINSE ANALYSIS OF PIPELINES BURID IN SOIL LAYERS WITH IRREGULAR BOUNDARIES | Takashi AKIYOSHI, Kunihiko FUCHIDA, Kazuhisa MATSUMOTO | 3-2 | | 1986 | 271-278 | ^ | |
| DYNAMICS OF A LIQUID STORAGE TANK PLACED ON AN ELASTIC FOUNDATION | Narioki AKIYAMA, Hiroki YAMAGUCHI, Yukio ENYA | 3-2 | | 1986 | 279-288 | ^ | |
| RESPONSE ANALYSIS OF BURIED PIPELINES CONSIDERING RISE OF GROUND WATER TABLE IN LIQUEFACTION PROCESSES | Masaru KITAURA, Masakatsu MIYAJIMA, Hiroshi SUZUKI | 4-1 | | 1987 | 173-180 | ^ | |
| STUDY ON THE DISTRIBUTION OF SEISMIC INTENSITY OF THE 1855 ANSEI EDO EARTH QUAKE IN THE KANTO DISTRICT | Takahisa ENOMOTO | 4-1 | | 1987 | 201-211 | ^ | |
| SEISMIC RESPONSE ANALYSIS OF NONPROPORTIONAL DAMPING SYSTEM DUE TO RESPONSE SPECTRUM METHOD | Yoshikazu YAMADA, Kenji KAWANO | 4-1 | | 1987 | 213-222 | ^ | |
| THE RESPONSE OF MASS-ON-ROUGH-PLANE MODEL DUE TO EARTHQUAKES | Shunichi IGARASHI, Motohiko HAKUNO | 4-1 | | 1987 | 223-233 | ^ | |
| MEASUREMENT OF THE JMA MAGNITUDE WITH SLIP DISPLACEMENT | Shunichi IGARASHI, Motohiko HAKUNO | 4-1 | | 1987 | 235-241 | ^ | |
| THE EFFECT OF FREQUENCY CHARACTERISTICS AND DURATION OF INPUT EARTHQUAKE MOTION ON THE ENERGY RESPONSE OF STRUCTURES | Kiyoshi HIRAO, Tsutomu SAWADA, Yoshifumi NARIYUKI, Syuji SASADA | 4-2 | | 1987 | 165-174 | ^ | |
| EARTHQUAKE SOURCE CHARACTERISTICS INFERRED FROM THE STATISTICALLY ANALYZED SPECTRA OF STRONG MOTIONS WITH AID OF DYNAMIC MODEL OF FAULTING | Makoto KAMIYAMA | 4-2 | | 1987 | 175-184 | ^ | |
| SYNTHESIS OF STRONG MOTION ACCELEROGRAMS FROM SMALL EARTHQUAKE RECORDS BY USE OF A SCALING LAW OF SPECTRA | Makoto KAMIYAMA | 5-1 | | 1988 | 195-204 | ^ | |
| SEISMIC RESPONSE ANALYSIS OF NONPROPORTIONAL DAMPING SYSTEM DUE TO RESPONSE SPECTRUM METHOD - DISCUSSION - | Yozo FUJINO, Benito PACHECO | 5-1 | | 1988 | 235-237 | ^ | |
| SEISMIC RESPONSE ANALYSIS OF NONPROPORTIONAL DAMPING SYSTEM DUE TO RESPONSE SPECTRUM METHOD - CLOSURE - | Yoshikazu YAMADA, Kenji KAWANO | 5-1 | | 1988 | 237-239 | ^ | |
| A METHOD OF ESTIMATING PROBABILISTIC SEISMIC LOAD FOR SHORT DURATIONS | Yozo YUI, Susumu HIROSE, Eiichi KURIBAYASHI | 5-2 | | 1988 | 121-128 | ^ | |
| A GRANULAR ASSEMBLY SIMULATION FOR THE SEISMIC LIQUEFACTION OF SAND | Motohiko HAKUNO, Yuji TARUMI | 5-2 | | 1988 | 129-138 | ^ | |
| EFFECTS OF CYCLIC LOADING HYSTERESIS ON DYNAMIC BEHAVIOR OF REINFORCED CONCRETE BRIDGE PIERS | Kazuhiko KAWASHIMA, Tatasuhiko KOYAMA | 5-2 | | 1988 | 139-146 | ^ | |
| PRELIMINARY ESTIMATION OF ABILITY TO INFER EARTHQUAKE SOURCE PROCESSES IN JAPANESE STRONG-MOTION ARRAYS | Masahiro IIDA | 5-2 | | 1988 | 147-155 | ^ | |
| WAVE AND EARTHQUAKE RESPONSE OF OFFSHORE STRUCTURES WITH SOIL-STRUCTURE INTERACTION | Yoshikazu YAMADA, Kenji KAWANO, Hirokazu IEMURA, K. VENKATARAMANA | 5-2 | | 1988 | 157-166 | ^ | |
| STUDY ON RESPONSE OF BURIED PIPELINES SUBJECTED TO LIQUEFACTION-INDUCED PERMANENT GROUND DISPLACEMENT | Masakatsu MIYAJIMA, Masaru KITAURA, Yoshinori NOMURA | 6-1 | | 1989 | 163-172 | ^ | |
| ALLOWABLE RESIDUAL DISPLACEMENT OF GRAVITY QUAYWALLS GIVEN BY OPTIMUM SEISMIC COEFFICIENT FROM ECONOMICAL VIEWPOINT | Tatsuo UWABE | 6-1 | | 1989 | 173-182 | ^ | |
| FINDINGS TO IMPROVE JAPANESE EARTHQUAKE PREPAREDNESS LEARNED FROM A CROSS-CULTURAL QUESTIONNAIRE SURVEY IN JAPAN AND THE UNITED STATES | Tatsuo OHMACHI | 6-1 | | 1989 | 183-189 | ^ | |
| OPTIMAL CONTROL OF STRUCTURE SUBJECT TO EARTHQUAKE LOADING USING DYNAMIC PROGRAMMING | Mutsuto KAWAHARA, Keiji FUKAZAWA | 6-1 | | 1989 | 201-212 | ^ | |
| A STATIC AND DYNAMIC NONLINEAR BEHAVIOUR OF STEEL TOWERS OF LONG-SPAN SUSPENSION BRIDGES SUBJECT TO WIND AND EARTHQUAKE LOADINGS | Taweep CHAISOMPHOB, Akio HASEGAWA, Fumio NISHINO | 6-2 | | 1989 | 125-135 | ^ | |
| SCALING STRONG MOTION FOURIER SPECTRA BY MODIFIED MERCALLI INTENSITY, LOCAL SOIL AND LOCAL GEOCOGIC SITE CONDITIONS | M. D. TRIFUNAC | 6-2 | | 1989 | 217-224 | ^ | |
| ON THE QUANTITATIVE RELATION BETWEEN EFFECTIVE FOURIER SPECTRUM OF INPUT EARTHQUAKE MOTIONS AND ENERGY RESPONSE SPECTRUM OF SDOF STRUCTURES | Kiyoshi HIRAO, Yoshifumi NARIYUKI, Shuji SASADA, Junichi MASUI | 6-2 | | 1989 | 225-234 | ^ | |
| EFFECT OF EARTHQUAKE ON DRIVING OF VEHICLE BASED ON QUESTIONNAIRE SURVEY | Kazuhiko KAWASHIMA, Hideki SUGITA, Takashi KANOH | 6-2 | | 1989 | 235-242 | ^ | |
| AN INSPECTION METHOD OF SEISMIC VULNERABILITY OF EISTING HIGHWAY BRIDGES | Kazuhiko KAWASHIMA,Shigeki UNJOH | 7-1 | | 1990 | 155-162 | ^ | |
| A FIRST ESTIMATION OF RESOLVING POWER OF STRONG-MOTION ARRAY TO INFER HISTORY OF SLIP ON UNIDENTIFIED EARTHQUAKE FAULT | Masahiro IIDA | 7-1 | | 1990 | 163-170 | ^ | |
| ANALYSIS OF DAMPING CHARCTERISTICS OF A CABLE STAYED BRIDGE BASED ON STRONG MOTION RECORDS | Kazuhiko KAWASHIMA,Shigeki UNJOH,Youichi AZUTA | 7-1 | | 1990 | 181-190 | ^ | |
| OPTIMAL CONTROL OF SEISMIC RESPONSE OF STRUCTURES | Tadanobu SATO,Kenzo TOKI,Kazuhisa SUGIYAMA | 7-1 | | 1990 | 191-200 | ^ | |
| SURFACE STRINGS ASSOCIATED WITH STRONG EARTHQUAKE SHAKING | V.W.LEE | 7-2 | | 1990 | 187-194 | ^ | |
| EFFECT OF SPATIAL RANDOMNESS OF RESPONSE CHARACTERITICS ON SEISMIC STABILITY OF EARTH DAMS | Kazuta HIRATA,Masanobu SHINOZUKA | 7-2 | | 1990 | 195-204 | ^ | |
| COMPARISON OF SIMULATED SEISMIC WAVE WITH SEISMIC WAVE CHARACTERISTICS FOR DESIGN USING GENERAL-USE FAULT MODEL | Takahisa ENOMOTO,Takahiro KUNII | 8-1 | | 1991 | 39-48 | ^ | |
| SEISMIC RESPONSE ANALYSIS OF A COMMON DUCT AND INTERNAL PIPES | Kunihiko FUCHIDA,Takashi AKIYOSHI,Kenzou TOKI | 8-1 | | 1991 | 49-56 | ^ | |
| EFFECTS OF GROUND ROCKING ON DYNAMIC RESPONSE OF MULTISTORIED BUILDINGS DURING EARTHQUAKES | Vinay K.GUPTA,Mihailo D.TRIFUNAC | 8-2 | | 1991 | 43-50 | ^ | |
| SEISMIC RISK ANALYSIS BASED ON STRAIN ENERGY ACCUMULATION IN FOCAL REGION | Motoyuki SUZUKI,Hiroshi CHIDA,Mitsuhiro KUDOU,Yoshio OZAKA | 8-3 | | 1991 | 49-58 | ^ | |
| THE EXTENDED QUASI-THREE-DIMENSIONAL GROUND MODEL FOR IRREGULARLY BOUNDED SURFACE GROUND | Takeyasu SUZUKI,Kunitaka UNAMI | 9-1 | | 1992 | 45-55 | ^ | |
| FORCED VIBRATION TESTS AND EARTHQUAKE OBSERVATION ON THE DYNAMIC RESPONSE OF RIGID EMBEDDED FOUNDATIONS | Jun'ichi TOHMA,Keizo OHTOMO,Teruyuki UESHIMA,Mikio TAKEUCHI | 9-1 | | 1992 | 57-67 | ^ | |
| A STUDY ON THE CYPRESS VIADUCT COLLAPSE AND SEISMIC PERFORMANCE OF A RETROFITTED BENT | Hajime OHUCHI,Takashi MATSUDA,Yozo GOTO | 9-1 | | 1992 | 77-88 | ^ | |
| MODEL SHAKING TESTS AND NUMERICAL SIMULATION ON NONLINEAR RESPONSE OF RIGID EMBEDDED FOUNDATIONS | Jun'ichi TOHMA,Keizo OHTOMO,Takahiro IWATATE | 9-2 | | 1992 | 41-51 | ^ | |
| SEISMIC DAMAGE RATIO PREDICTION FOR BURIED PIPELINES CONSIDERING NONUNIFORM GROUND DISPLACEMENT | Nobuaki NISHINO | 9-2 | | 1992 | 63-74 | ^ | |
| IDENTIFICATION STUDY ON BASE ISOLATION SYSTEMS BY FULL-SCALE BUILDINGS | Chin-Hsiung LOH,Chin-Huang LEE | 9-3 | | 1992 | 1-12 | ^ | |
| ENERGY-BASED FACTOR OF SAFETY AGAINST LIQUEFACTION | Shunichi IGARASHI | 9-3 | | 1992 | 13-24 | ^ | |
| THE CALCULATION OF THE FREE FIELD RESPONSE OF A CANYON | Boyan ZHANG | 10-3 | | 1993 | 25-33 | ^ | |
| A SEMI-EMPIRICAL MODEL OF STRONG-MOTION PEAKS WITH APPROPRIATE COMPARISONS TO THE 1989 LOMA PRIETA, THE 1985 MICHOACAN AND THE 1971 SAN FERNANDO EARTHQUAKES | Makoto KAMIYAMA, Michael J.O'ROURKE Raul FLORES-BEERONES | 10-4 | | 1993 | 29-39 | ^ | |
| SEISMIC MACROZONATION OF THE PHILIPPINES BASED ON SEISMIC HAZARD ANALYSIS | Gilbert L. MOLAS Fumio YAMAZAKI | 11-1 | | 1994 | 59-69 | ^ | |
| SPATIAL VARIATION OF SEISMIC GROUND MOTION MODELED BY FK SPECTRUM | Fumio TAMAZAKI, Turgay TURKER | 11-1 | | 1994 | 83-86 | ^ | |
| A STOCHASTIC SH WAVE MODEL OF EARTHQUAKE GROUND MOTION | Takanori HARADA | 11-2 | | 1994 | 43-50 | ^ | |
| MECHANISM OF PROJECTION OF SEWERAGE MANHOLES ABOVE GROUND DUE TO SOIL LIQUEFACTION | Nobuaki NISHIO | 11-3 | | 1994 | 51-54 | ^ | |
