Engineering Mechanics 2008 Issue 4 NUMERCIAL MODELLING OF HYSTERESIS BEHAVIOR OF COMPOSITE STEEL FRAME WITH PR CONNECTION-REINFORCED CONCRETE INFILL WALL STRUCTURAL SYSTEM

NUMERCIAL MODELLING OF HYSTERESIS BEHAVIOR OF COMPOSITE STEEL FRAME WITH PR CONNECTION-REINFORCED CONCRETE INFILL WALL STRUCTURAL SYSTEM
FANG You-zhen;GU Qiang;YU Yin-quan;SHEN Lin

..............page:184-190

SHEAR RESISTANCE MECHANISM AND SHEAR STRENGTH OF STEEL REINFORCED HIGH-STRENGTH CONCRETE SHORT COLUMNS
LI Jun-hua;WANG Xin-tang;XUE Jian-yang;ZHAO Hong-tie

..............page:191-199

BIFURCATION OF A LIQUID-FILLED SPACECRAFT WITH ELASTIC APPENDAGES
LU Jing;LI Jun-feng;WANG Tian-shu;YUE Bao-zeng

..............page:200-203

A PRACTICAL COMPUTING METHOD OF LONGITUDINAL ANTI-CRACK ANALYSIS FOR ANCHOR END OF WIDE HOLLOW SLAB GIRDERS
ZHOU Zhen;MENG Shao-ping;LIU Zhao

..............page:177-183

FIRE RESISTANCE DESIGN METHOD OF AXIALLY LOADED REINFORCED CONCRETE COLUMNS
ZHANG Zhi-mei;YE Zhi-ming;LIU Tao

..............page:171-176

SIMULATION OF UNDERWATER EXPLOSION NEAR AIR-WATER SURFACE BY SPH METHOD
YANG Gang;HAN Xu;LONG Shu-yao

..............page:204-208,213

ANALYSIS AND COMPARISON OF COUPLED HM AND THM PROCESSES BY 2D DISTINCT ELEMENT METHOD IN A CONCEPTUAL NUCLEAR WASTE REPOSITORY
ZHANG Yu-jun

..............page:218-223,235

SHAPE CONTROL OF PIEZOELECTRIC SHELL STRUCTURES
WANG Jian;ZHAO Guo-zhong;LIU Bao-shan

..............page:224-229

FATIGUE CRACK GROWTH BEHAVIOR FOR THE WELD HEAT-AFFECTED ZONE OF 14MNNBQ BRIDGE STEEL
LIU Yan-ping;CHEN Chuan-yao;LI Jian-bing;LI Guo-qing

..............page:209-213

HOPF BIFURCATION OF A TWO-DIMENSIONAL THIN PLATE IN SUPERSONIC AIRFLOW
CHEN Da-lin;YANG Yi-ren;XIAO Shi-fu;HU Shao-quan

..............page:214-217

THEORETICAL ANALYSIS OF CONSTRUCTION PROCEDURES OF CABLE-DOMES
CHEN Lian-meng;DONG Shi-lin;YUAN Xing-fei

..............page:134-139

EQUIVALENT KELVIN IMPACT MODEL FOR POUNDING ANALYSIS OF BRIDGES DURING EARTHQUAKE
LI Zhong-xian;YUE Fu-qing;ZHOU Li

..............page:128-133

RESEARCH ON LOAD-CARRYING CAPACITY OF CONCRETE-FILLED-STEEL TUBULAR DUMBBELL-SHAPED LONG COLUMNS UNDER AXIAL LOADS
CHEN Bao-chun;SHENG Ye

..............page:121-127,133

THE STRESS CACULATION METHOD FOR DEEP BEAMS WITH SHEAR-BENDING COUPLINGODISTORTION UNDER CONCENTRATED LOAD
WANG Zheng-zhong;ZHU Jun-zuo;CHEN Lei;GUO Jia-long;TAN Dong-yue;MI Wen-jing

..............page:115-120

FREE VIBRATION ANALYSIS OF ORTHOTROPIC RECTANGULAR PLATES WITH INTERMEDIATE SUPPORTS
YANG Duan-sheng;HUANG Yan;LI Lei

..............page:111-114,120

COMPLIANCE CALCULATION AND ANALYSIS OF TYPICAL FLEXURE HINGES
ZHANG Zhi-jie;YUAN Yi-bao

..............page:106-110

STEPWISE MODEL UPDATING METHOD BASED ON SUBSTRUCTURES AND GA-ANN
HE Hao-xiang;YAN Wei-ming;WANG Zhuo

..............page:99-105

IDENTIFICATION FOR DYNAMIC STIFFNESS AND MODAL PARAMETER OF CABLES
REN Wei-xin;HU Wei-hua;LIU Hao-liang

..............page:93-98

EXPERIMENTAL STUDY ON SEEPAGE PROPERTIES OF NON-DARCY FLOW IN CONFINED BROKEN ROCKS
LI Shun-cai;MIAO Xie-xing;CHEN Zhan-qing;MAO Xian-biao

..............page:85-92

AN ADAPTIVE IMPORIANCE SAMPLING METHOD FOR ESTIMATION OF RELIABILITY SENSITIVITY
ZHANG Feng;LU Zhen-zhou

..............page:80-84

HOMOGENIZATION-BASED METHOD FOR PREDICTING EFFECTIVE ELASTIC PROPERTIES OF JONINTED ROCK
REN Qiang;XU Wei-ya

..............page:75-79,92

FRACTURE BEHAVIORS OF COLLINEAR GRIFFITH CRACKS IN A FUNCTIONALLY GRADIENT MAGNETO-ELECTRO-ELASTIC STRIP
XUE Yan;NIE Hui;FENG Wen-jie

..............page:70-74

THEORETICAL SOLUTION FOR FLEXURAL-TORSIONAL BUCKLING LOAD OF FIXED-END CIRCULAR ARCHES WITH BIAXIALLY-SYMMETRIC CROSS-SECTIONS
YANG Yong-hua;CHEN Yi-Yi

..............page:1-4,20

REINFORCEMENT EVALUATION THEORY BASED ON LEAST STRAIN-ENERGY PRINCIPLE
REN Qing-wen;DU Xiao-kai

..............page:5-9

PRINCIPLE AND APPLICATION OF DAMLAGE LOCATING VECTOR METHODS
JI Xiao-dong;QIAN Jia-ru

..............page:10-20

SHEAR LAG EFFECT FOR THIN-WAILED CURVED BOX GIRDER IN CONSIDERING ELASTICS AND PLASTICS OF MATERIALS
CHEN Yu-ji;LUO Qi-zhi;LIU Guang-dong

..............page:21-25,31

SEISMIC RESPONSE OF HYBRID VIBRATION CONTROL STRUCTURE WITH MRD AND LRB UNDER COUPLING EARTHQUAKE
ZHANG Yan-nian;LI Hong-nan

..............page:26-31

ELASTO-PLASTIC IMPACT LOAD OF THE BEAM SUBJECTED TO LATERAL SHOCK OF BALL
JU Jin-san;JIANG Xiu-gen;FU Xiang-rong

..............page:32-38

TIME DOMAIN CHARACTERISTIC ANALYSIS OF LARGE AMPLITUDE VIBRATION ON CIRCULAR SANDWICH PLATE UNDER STATIC LOAD
DU Guo-jun;HU Yu-da;ZHANG Xiu-li

..............page:39-44,49

ANALYSIS OF THE NEW PRESTRESSED ANCHORIUNG CABLE BASED ON THE INTERFACE ELEMENT METHOD
ZHANG Qing;CHEN Ai-jiu;LI Zhen;ZHUO Jia-shou;SUN Xue-yi

..............page:45-49

THE FRACTURE CRITERION OF THE MIXED MODE CRACK IN BRITTLE MATERIAL'S
JIANG Yu-chuan;XU Shuang-wu;CHENG Hui

..............page:50-54

PRIMARY RESONANCE OF CURRENT-CARRYING CONDUCTOR SUBJECTED TO HARMONIC EXCITATION
YANG Zhi-an;XI Xiao-yan

..............page:55-58,64

EXPERIMENTAL INVESTIGATION ON ELASTIC MATERIALS IMPACTED BY LONG BAR PROJECTILE
ZHAO Bao-hu;Hou Zhen-de;KANG Yi-lan;Fu Dong-hui

..............page:59-64

WEB ROTATIONAL RESTRAINT IN ELASTIC DISTORTIONAL BUCKLING OF COLD-FORMED LIPPED CHANNEL SECTIONS
YAO Jian;TENG Jin-guang

..............page:65-69

EXACTION SOLUTIONS FOR SIMPLY SUPPORTED RECTANGULAR LAMINATED PIEZOTHERMOELASTIC PLATES
LIU Yan-hong;LI Jia-yu;QING Guang-hui

..............page:230-235

CALCULATION METHOD AND COUNTERMEASURE FOR CLOSURE TEMPERATURE INFLUENCE IN TRUSSED CFST ARCH BIUDGE
TU Guang-ya;YAN Dong-huang;ZHANG Ke-bo

..............page:236-240

Overview

..............page:前插1-前插2

DETERMINING THE STRESS-CRACK OPENING RELATIONSHIP OF SFRM BY INVERSE ANALYSIS
CHEN Sheng-ping;Kiang Hwee Tan

..............page:165-170

STATIC AND SEISMIC SHEAR STRENGTH OF MASONRY UNDER SHEAR-COMPRESSION LOADING
LU Wei-rong;SHI Chu-xian;LIU Gui-qiu

..............page:158-164

NON-LINEAR FINITE ELEMENT ANALYSIS ON SLITTED SHEAR WALL STRUCTURE WITH HEAT PRESERVATION FORMWORK
LIU Yuan-zhen;LI Zhui;ZHANG Ze-ping;LU Jian-jun

..............page:152-157

THE EFFECTIVE LENGTH OF BENT-COLUMNS BASED ON SECOND-ORDER EFFECTS
LIU Yi;ZHU Zhan-you;WEI Wei;BAI Shao-liang

..............page:146-151

OPTIMUM BRIDGE INSPECTION/REPAIR ARRANGEMENT BASED ON TIME-DEPENDENT RELIABILITY AND PRE-POSTERIOR DECISION
WANG Jian-xiu;QIN Quan

..............page:140-145,183

Instructions to Contributors

..............page:241-242