Sl.No |
Title |
Author |
Conference |
Action |
1 |
ELABORATE SIMULATION AND PREDICTION OF SEISMIC BEHAVIOR OF A TRUSS BRIDGE |
Tetsuya NONAKA, Takanori HARADA, Yi ZHENG, and Hongze WANG |
13WCEE |
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2 |
A STUDY ON ENERGY DISSIPATING BEHAVIORS AND RESPONSE PREDICTION OF RC STRUCTURES WITH VISCOUS DAMPERS SUBJECTED TO EARTHQUAKES |
Norio HORI, Yoko INOUE and Norio INOUE |
13WCEE |
View |
3 |
THE EXPERIMENTAL STUDY OF THE HYDRODYNAMIC EFFECTS ON SEISMIC RESPONSE OF BRIDGES |
Jun-jie Wang, Wei Lai, Zhi-qiang Wang, Xiao Wei, Shide Hu |
13WCEE |
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4 |
DYNAMIC RESPONSE AND COLLAPSE OF COLUMN MODELS |
Fuming ZHANG |
13WCEE |
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5 |
HYSTERESIS MODEL OF STEEL MATERIAL FOR THE BUCKLINGRESTRAINED BRACE CONSIDERING THE STRAIN RATEDEPENDENCY |
Satoshi YAMADA, Michio YAMAGUCHI, Toru TAKEUCHI and Akira WADA |
13WCEE |
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6 |
A SUBSYSTEMS METHOD IN SIMULATION OF EARTHQUAKE GROUND MOTIONS USING A DIRECT 3-D BOUNDARY ELEMENT METHOD |
Takanori HARADA, Yousuke OKADA, Koutaku OHO, and Masaki KOBAYASHI |
13WCEE |
View |
7 |
SEISMIC RISK ANALYSIS OF ELECTRIC POWER NETWORKS USING HAZARD-CONSISTENT SCENARIO EARTHQUAKES |
Gee-Yu LIU, Chih-Wen LIU, Yi-Jen WANG and Wen-Yu JEAN |
13WCEE |
View |
8 |
MECHANICAL BEHAVIOR OF REINFORCED CONCRETE BEAM-COLUMN ASSEMBLAGES WITH ECCENTRICITY |
Tomohiko KAMIMURA, Hiroyasu TAKIMOTO, and Shinya TANAKA |
13WCEE |
View |
9 |
INELASTIC STATIC CHARACTERISTICS OF THE UPPER WALLLOWER FRAME SYSTEM WITH VARIATION IN THE LOWER STORIES |
Dae han JUN, Pyeong doo KANG and Jae ung KIM |
13WCEE |
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10 |
EFFECT OF TWO-DIRECTIONAL INPUT MOTION ON CHARATERISTICS OF SANDS LIQUEFACTION BASED ON PSEUDODYNAMIC TESTS |
Noriaki SAKO and Toshio ADACHI |
13WCEE |
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11 |
EVALUATION OF DEFORMABILITY OF R/C BEAM WITH AN OPENING AT BEAM-END REGION |
Hiroshi HOSOYA |
13WCEE |
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12 |
NEW ZEALAND ADVANCES IN PERFORMANCE-BASED SEISMIC DESIGN |
Andrew KING and Roger SHELTON |
13WCEE |
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13 |
SEISMIC PERFORMANCE OF FULL SCALE REINFORCED CONCRETE COLUMNS CONTAINING COAL ASH |
Hideo ARAKI and Kenji KABAYAMA |
13WCEE |
View |
14 |
ANALYTICAL STUDY ON COMPOSITE WALL-FRAME BUILDING SEISMIC PERFORMANCE |
Toko HITAKA Kenji SAKINO Toru MINEMATSU |
13WCEE |
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15 |
Cyclic Test on Composite Wall-Frame Subassemblage |
Kenji Sakino, Toko Hitaka and Yutaka Ueda |
13WCEE |
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16 |
TENSILE BEHAVIORS OF A SIMPLIFIED BEAM NEAR A BEAMCOLUMN CONNECTION WHICH DRIVING-PIN IS INSTALLED IN |
Manjae LEE, Yasuhisa TAGAWA |
13WCEE |
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17 |
A NEW PROPOSAL FOR LIQUEFACTION POTENTIAL BASED ON ENERGY BALANCE METHOD |
Shuichi SHIMOMURA, Noriaki SAKO, Toshio ADACHI |
13WCEE |
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18 |
ESTIMATION OF INCIDENT SEISMIC WAVE BASED ON EFFECTIVE STRESS ANALYSIS |
Hisakazu SAKAI, Sumio SAWADA |
13WCEE |
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19 |
EVALUATING DISTRIBUTION OF SEISMIC ENERGY IN MULTISTORY FRAMES |
Chung-Che CHOU And Chia-Ming UANG |
13WCEE |
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20 |
MINIMUM WEIGHT ASEISMIC DESIGN OF STEEL FRAMES CONSIDERING THE COLLAPSE MECHANISM AND CUMULATIVE DAMAGE CONSTRAINTS |
Kiichiro SAWADA, Akira MATSUO, Yuji NAKAMURA and Kenichi SHIMIZU |
13WCEE |
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21 |
Dynamic behavior of group-pile foundation evaluated by simplified model and sophisticated model |
G. L. Ye, H. Miyaguchi, Y. Huang, K. Sawada, F. Zhang & A. Yashima |
13WCEE |
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22 |
USE OF ANALYSIS OF VARIANCE FOR THE INVESTIGATION OF REGIONAL DEPENDENCE OF STRONG GROUND MOTIONS |
John DOUGLAS |
13WCEE |
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23 |
EFFECT OF COLUMN PANEL ZONE CHARACTERISTICS ON INSTABILITY OF BEAMS WITH RBS MOMENT RESISTING CONNECTIONS |
Ardeshir DEYLAMI, and Afshin MOSLEHI TABAR |
13WCEE |
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24 |
DISSEMINATION OF EUROPEAN STRONG-MOTION DATA, VOLUME 2 |
Nicholas N. AMBRASEYS, John DOUGLAS, Ragnar SIGBJÖRNSSON, Catherine BERGETHIERRY, Peter SUHADOLC, Giovanni COSTA and Patrick M. SMIT |
13WCEE |
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25 |
HIGH PERFORMANCE PASSIVE HYDRAULIC DAMPER WITH SEMI-ACTIVE CHARACTERISTICS |
Haruhiko KURINO, Yoshinori MATSUNAGA, Toshikazu YAMADA and Jun TAGAMI |
13WCEE |
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26 |
GAS LEAKAGE RATE THROUGH REINFORCED CONCRETE SHEAR WALLS: NUMERICAL STUDY |
Ting WANG, Tara C. HUTCHINSON, Charles H. HAMILTON, Gerard C. PARDOEN, and Michael W. SALMON |
13WCEE |
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27 |
BOND PROPERTIES OF FRP FABRICS AND CONCRETE JOINTS |
ZHAO Ming, Farhad ANSARI |
13WCEE |
View |
28 |
AN EXPERIMENTAL STUDY ON THE SEISMIC BEHAVIOR OF EMBANKMENTS ON PEATY SOFT GROUND THROUGH CENTRIFUGE MODEL TESTS |
Takuya EGAWA, Satoshi NISHIMOTO, and Kouichi TOMISAWA |
13WCEE |
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29 |
PROOF EXPERIMENT USING ARTIFICIAL EARTHQUAKE CONCERNING EFFECT OF PERMEABLE GROUTING METHOD AS MEASURES AGAINST LIQUEFACTION |
Kensuke KAWAMURA, Hiroyuki YAMAZAKI, Takahiro SUGANO, Kentaro HAYASHI |
13WCEE |
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30 |
NONLINEAR BEHAVIOR OF BUILDING WITH FOUNDATION UPLIFT UNDER EARTQUAKE EXCITATIONS |
KHOSHNOUDIAN Faramarz. and HASHEMI Mohammad ali |
13WCEE |
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31 |
SEISMIC PERFORMANCE LEVEL OF BUILDINGS CONSIDERING RISK FINANCING |
Sei’ichiro FUKUSHIMA and Harumi YASHIRO |
13WCEE |
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32 |
OPTIMAL DESIGN OF SUPPLEMENTAL VISCOUS DAMPERS FOR LINEAR FRAMED STRUCTURES |
Oren LAVAN and Robert LEVY |
13WCEE |
View |
33 |
BOND STRENGTH OF REINFORCED CONCRETE-BEAM COLUMN JOINTS INCORPORATING 500 MPA REINFORCEMENT |
Nicholas BROOKE, Les MEGGET, Richard FENWICK and Jason INGHAM |
13WCEE |
View |
34 |
THE HVSR TECHNIQUE FROM MICROTREMOR TO STRONG MOTION: EMPIRICAL AND STATISTICAL CONSIDERATIONS |
Marco MUCCIARELLI, Maria Rosaria GALLIPOLI |
13WCEE |
View |
35 |
LONG STROKE MAGNETIC DAMPERFOR A SEISMIC ISOLATION DEVICE FOR MACHINES |
Kenichiro OMATA, Toshiharu ARAKAWA and Yousuke MEZAKI |
13WCEE |
View |
36 |
FREQUENCIES AND DAMPING RATIOS OF A HIGH RISE BUILDING BASED ON MICROTREMOR MEASUREMENT |
Toshiharu ARAKAWA and Kazuya YAMAMOTO |
13WCEE |
View |
37 |
A critical review of the seismic risk zoning and development of Design spectra for Peshawar and adjoining areas |
Qaisar ALI, Akhtar NAEEM KHAN |
13WCEE |
View |
38 |
USING INTERNET COMMUNICATION IN INCREASING EARTHQUAKE DISASTER AWARENESS AND PREPAREDNESS |
Yasamin O. IZADKHAH, Mahmood HOSSEINI |
13WCEE |
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39 |
RESEARCH ON ADVANCED STRUCTURAL FRAMING SYSTEM FOR HIGH-RISE OFFICE BUILDINGS |
Naoki NIWA, Seiji AKIYAMA, Satoru NAGAI, Kazunari MAKIBE and Akio TOMITA |
13WCEE |
View |
40 |
EARTHQUAKE RESPONSE MONITORING AND SEISMIC PERFORMANCEOF FIVE-STORIED TIMBER PAGODA |
K. Fujita, T. Hanazato, I.Sakamoto |
13WCEE |
View |
41 |
RESPONSES OF THREE DIMENSIONAL BUILDINGS UNDER BI-DIRECTIONAL AND UNIDIRECTIONAL SEISMIC EXCITATIONS |
Faramarz KHOSHNOUDIAN and Mehdi POURSHA |
13WCEE |
View |
42 |
CONDUCTING PERFORMANCE EVALUATION OF SEISMIC ISOLATED ELEVATED BRIDGES USING DABS |
Ping ZHU, Masato ABE and Yozo FUJINO |
13WCEE |
View |
43 |
STRUCTURAL BEHAVIOR OF R/C DEEP BEAM WITH HEADED LONGITUDINAL REINFORCEMENTS |
Soo-Yeon SEO, Seung-Joe YOON, Woo-Jin LEE |
13WCEE |
View |
44 |
NEW DUCTILE STEEL FRAMES LIMITING DAMAGE TO CONNETION ELEMENTS AT THE BOTTOM FLANGE OF BEAM-ENDS (PART 2.) |
Shoichi KISHIKI, Satoshi YAMADA, Toru TAKEUCHI, Kazuaki SUZUKI, Akira WADA |
13WCEE |
View |
45 |
AN ENGINEERING APPROACH FOR EVALUATING THE SEISMIC RISK IN BRAZILIAN SOUTHEAST REGION |
Sergio HAMPSHIRE SANTOS |
13WCEE |
View |
46 |
RESPONSE OF REINFORCED CONCRETE BUILDING SUBJECTED TO NORTHRIDGE EARTHQUAKE |
Sinique BETANCOURT, JoAnn BROWNING |
13WCEE |
View |
47 |
RECONSTRUCTION, SEISMIC STRENGTHENING AND REPAIR OF THE ST. ATHANASIUS CHURCH I LESHOK – CASE STUDY |
Veronika SENDOVA, Predrag GAVRILOVIC, Blagojce STOJANOVSKI |
13WCEE |
View |
48 |
THE SIMPLIFIED ELASTO-PLASTIC ANALYSIS MODEL OF REINFORCED CONCRETE FRAMED SHEAR WALLS |
Norikazu ONOZATO, Yukichi KANEHIRA, Hiroyuki MATSUDA and Makoto MOCHIZUKI |
13WCEE |
View |
49 |
BUILDING DAMAGE PATTERNS IN BINGOL-TURKEY AFTER THE MAY 1ST, 2003 EARTHQUAKE |
Ahmet TURER, Ahmet YAKUT, Ugurhan AKYUZ |
13WCEE |
View |
50 |
BATTENED BUILT-UP BEAM-COLUMNS UNDER CYCLIC LOADS |
Diptiranjan SAHOO and Durgesh C. RAI |
13WCEE |
View |
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