| タイトル | 著者 | 巻 | 年 | 頁 |
|---|
| INTERPRETATION OF PUBLISHED DATA OF THE 1976 TANGSHAN, CHINA EARTHQUAKE FOR THE DETERMINATION OF A FATALITY RATE FUNCTION | Keishi SHIONO | 11-4 | 1995 | 25-33 |
| LESSONS LEARNED FROM RECONSTRUCTION FOLLOWING A DISASTER: ENHANCEMENT OF REGIONAL SEISMIC SAFETY ATTAINED AFTER THE 1976 TANGSHAN, CHINA EARTHQUAKE | Keishi SHIONO, Hitomi MURAKAMI, Shigeyuki OKADA, Yutaka OHTA | 12-1 | 1995 | 9-15 |
| CORRECTION OF ORIENTATION ERROR OF BOREHOLE STRONG MOTION ARRAY RECORDS OBTAINED DURING THE SOUTH HYOGO EARTHQUAKE OF JAN.17,1995 | Masata SUGITO, Koji SEKIGUCHI, Atsushi YASHIMA, Fusao OKA, Yosake TAGUCHI, Youichi KATO | 12-3 | 1996 | 51-63 |
| PREDICTION OF PEAK HORIZONTAL ACCELERATION USING AN ARTIFICIAL NEURAL NETWORK MODEL | S.M.R.EMAMI, Takanori HARDA, Yushiro IWAO | 13-2 | 1996 | 123s-129s |
| EXPECTED SEISMIC DAMAGE DURING NARROW-BAND STRUCTURAL RESPONSES | B.BASU, V.K. GUPTA | 13-2 | 1996 | 131s-135s |
| SIMULATION OF SPACE-TIME VARIATION OF EARTHQUAKE GROUND MOTION USING A RECORDED TIME HISTORY | Hideji KAWAKAMI, Makio ONO | 13-2 | 1996 | 137s-147s |
| IMPACT OF HANSHIN/AWAJI EARTHQUAKE ON SEISMIC DESIGN AND SEISMIC STRENGTHENING OF HIGHWAY BRIDGES | Kazuhiko KAWASHIMA, Shigeki UNJOH | 13-2 | 1996 | 211s-240s |
| MECHANISM OF PIPELINE FAILURES CAUSED BY SOIL LIQUEFACTION DURING THE 1983 NIHONKAI-CHUBU EARTHQUAKE | Nobuaki NISHIO | 14-1 | 1997 | 11s-21s |
| NUMERICAL EARTHQUAKE RESPONSE ANALYSIS OF BRIDGE PIER WITH SUPER ELASTIC SEISMIC DAMPERS | Kazuyuki IZUNO | 14-1 | 1997 | 105s-109s |
| SEISMIC WAVE AMPLIFICATION DUE TO TOPOGRAPHY AND GEOLOGY IN KOBE DURING HYOGO-KEN NANBU EARTH QUAKE | Hirokazu TAKEMIYA,Maher ADAM | 14-2 | 1997 | 129s-138s |
| DETERMINISTIC SEISMIC HAZARD MAP OF JAPAN FROM INLAND MAXIMUM CREDIBLE EARTHQUAKES FOR ENGINEERING | Tsutomu NISHIOKA,Lalliana MUALCHIN | 14-2 | 1997 | 139s-147s |
| WAVE FIELD GENERATED BY LATERALLY VIBRATING SOURCE ATTACHED TO THE SURFACE OF ELASTIC HALF SPACE | Dong-Ho HA, Hiromichi HIGASHIHARA | 15-1 | 1998 | 1-9 |
| 2D NONLINEAR SEISMIC GROUND ANALYSIS BY FEM-BEM : THE CASE OF KOBE IN THE HYOGO-KEN NANBU EARTHQUAKE | Hirokazu TAKEMIYA, Maher ADAM | 15-1 | 1998 | 19-27 |
| DIAGONAL EXPANSION AND CONTRACTION OF A CIRCULAR TUNNEL DURING EARTHQUAKES | Kazuo KONAGAI | 15-1 | 1998 | 91-95 |
| CRUSTAL STRUCTURE BENEATH THE AKASHI KAIKYO BRIDGE AS REVEALED BY EXPLOSION SEISMIC EXPERIMENTS | Kusnowidjaja MEGAWATI, Hiromichi HIGASHIHARA | 15-1 | 1998 | 11-18 |
| DYNAMIC RESPONSE OF STRUCTURES SUPPORTED ON ELLIPTICAL ROLLING RODS | Y. B. LONDHE,R. S. JANGID | 16-1 | 1999 | 1s-10s |
| COMPARATIVE STUDY OF FOUR HYSTERETIC MODELS FOR PIPE-SECTION STEEL BRIDGE PIERS | Qingyun LIU,Akira KASAI,Tsutomu USAMI | 16-2 | 1999 | 111-124 |
| SEISMIC ISOLATION EFFECT FOR A TUNNEL WITH-A SOFT ISOLATION LAYER | Sadao SHIMAMURA,Hiroshi KASAI,Masakazu HARUUMI | 16-2 | 1999 | 143-154 |
| IMPROVEMENT AND SUGGESTION ON SEISMIC DESIGN METHOD OF BURIED PIPELINE WITH FLEXIBLE JOINTS | Tong JIANG,Eiichi KURIBAYASHI | 17 | 2000 | 15-20 |
| DAMPING PROPERTY OF PRESTRESSED CONCRETE CABLE-STAYED BRIDGES BASED ON MEASURED DATA | Tetsuo TAKEDA,Shin-ichi YAMANOBE,Yuji NIIHARA | 17 | 2000 | 87-103 |
| INELASTIC SEISMIC RESPONSE ANALYSIS OF ECCENTRICALLY LOADED STEEL BRIDGE PIERS | Qingyun LIU,Tsutomu USAMI,Akira KASAI | 17 | 2000 | 149-162 |
| PERFORMANCE OF THE QUAY WALL WITH HIGH SEISMIC RESISTANCE | Koji ICHII,Susumu IAI,Toshikazu MORITA | 17 | 2000 | 163-174 |
| MACRO-MICRO ANALYSIS FOR PREDICTION OF STRONG MOTION DISTRIBUTION IN METROPOLIS | Tsuyoshi ICHIMURA,Muneo HORI | 17 | 2000 | 175-185 |
| LARGE DEFORMATION BEHAVIOR OF BURIED PIPELINES WITH LOW-ANGLE ELBOWS SUBJECTED TO PERMANENT GROUND DEFORMATION | Koji YOSHIZAKI, Thomas D. O'ROURKE, Masanori HAMAD | 18 | 2001 | 41-52 |
| ADAPTIVE LOCALIZED CONTROL OF STRUCTURE-ACTUATOR COUPLED SYSTEM USING MULTI-LAYER NEURAL NETWORKS | Bin XU, Zhishen WU, Koichi YOKOYAMA, Takao HARADA | 18 | 2001 | 81-93 |
| MULTIPLE SPRING MODEL FOR 3D-HYSTERETIC BEHAVIOR OF THIN-WALLED CIRCULAR STEEL PIERS | Lizhi JIANG, Yoshiaki GOTO, Makoto OBATA | 18 | 2001 | 111-127 |
| ASSESSMENT OF SEISMIC HAZARD AND MICROZONING IN THE PHILIPPINES | Ribelito F. TORREGOSA, Masata SUGITO, Nobuoto NOJIMA | 19 | 2002 | 81s-97s |
| SEISMIC RISK IN GREECE: WHAT RECENT EARTHQUAKES HAVE TAUGHT US | Vassilis LEKIDIS, Petros DIMITRIU | 19 | 2002 | 99s-111s |
| 3D NONLINEAR PARALLEL FEM ANALYSIS FOR SEISMIC EARTH PRESSURES OF A SATURATED SOIL LAYER | Makoto KAWAMURA, Jafril TANJUNG | 19 | 2002 | 119s-129s |
| A SEISMIC RISK ASSESSMENT PROCEDURE FOR GRAVITY TYPE QUAY WALLS | Koji ICHII | 19 | 2002 | 131s-140s |
| THE BEHAVIOUR OF STRUCTURES BUILT ON ACTIVE FAULT ZONES : EXAMPLES FROM THE RECENT EARTHQUAKES OF TURKEY | Resat ULUSAY, Omer AYDAN, Masanori HAMADA | 19 | 2002 | 149s-167s |
| NON-LINEAR STATIC MODELING OF DIP-SLIP FAULTS FOR STUDYING GROUND SURFACE DEFORMATION USING APPLIED ELEMENT METHOD | Pradeep K. RAMANCHARLA, Kimiro MEGURO | 19 | 2002 | 169s-178s |
| DAMAGE OF BRIDGES RESULTING FROM FAULT RUPTURE IN THE 1999 KOCAELI AND DUZCE, TURKEY EARTHQUAKES AND THE 1999 CHI-CHI, TAIWAN EARTHQUAKE | Kazuhiko KAWASHIMA | 19 | 2002 | 179s-197s |
| HOW TO INFER THE POSSIBLE MECHANISM AND CHARACTERISTICS OF EARTHQUAKES FROM THE STRIATIONS AND GROUND SURFACE TRACES OF EXISTING FAULTS | Omer AYDAN, Halil KUMSAR, Resat ULUSAY | 19 | 2002 | 199s-208s |
| DEFORMATION OF SANDY DEPOSITS BY REVERSE FAULTING | Hisashi TANIYAMA, Hiroyuki WATANABE | 19 | 2002 | 209s-219s |
| MECHANISM OF DAMAGE TO SHIWEI BRIDGE CAUSED BY 1999 CHI-CHI EARTHQUAKE | Kenji KOSA, Kenji TAZAKI, Eiki YAMAGUCHI | 19 | 2002 | 221s-226s |
| MODEL EXPERIMENT AND NUMERICAL SIMULATION OF SURFACE EARTHQUAKE FAULT INDUCED BY LATERAL STRIKE SLIP | Muneo HORI, Maciej ANDERS, Hirohide GOTOH | 19 | 2002 | 227s-236s |
| LARGE SCALE EXPERIMENTS OF BURIED STEEL PIPELINES WITH ELBOWS SUBJECTED TO PERMANENT GROUND DEFORMATION | Koji YOSHIZAKI, Thomas D. O'ROURKE, Masanori HAMADA | 20 | 2003 | 1s-11s |
| OPTIMIZATION OF DESIGN SEISMIC COEFFICIENT BASED ON TOTAL EXPECTED COST FOR GRAVITY TYPE QUAY WALLS | Koji ICHII | 20 | 2003 | 13s-23s |
| PARAMETRIC STUDY ON STEEL TOWER SEISMIC RESPONSE OF CABLE-STAYED BRIDGES UNDER GREAT EARTHQUAKE GROUND MOTION | Shehata E. ABDEL RAHEEM, Toshiro HAYASHIKAWA | 20 | 2003 | 25s-41s |
| ANALYSIS METHODS OF STOCHASTIC MODEL: APPLICATION TO STRONG MOTION AND FAULT PROBLEMS | Muneo HORI, Tsuyoshi ICHIMURA, Hidenori NAKAGAWA | 20 | 2003 | 105s-118s |
| ROBUSTNESS OF PREDOMINANT DIRECTION OF NEAR-SOURCE GROUND MOTIONS AND ITS UTILIZATION IN PORT PLANNING | Atsushi NOZU, Wilfred D. IWAN | 20 | 2003 | 143s-148s |