Engineering Mechanics 2011 Issue 3 NEW PROGRESS IN SELF-ADAPTIVE ANALYSIS OF TWO-DIMENSIONAL FINITE ELEMENT METHOD OF LINES

NEW PROGRESS IN SELF-ADAPTIVE ANALYSIS OF TWO-DIMENSIONAL FINITE ELEMENT METHOD OF LINES
*YUAN Si;FANG Nan;WANG Xu;YE Kang-sheng;XING Qin-yan

..............page:1-8

IN-PLANE ELASTIC BUCKLING OF STEEL CIRCULAR ARCHES WITH HORIZONTAL SPRING SUPPORT
YANG Yang;*TONG Gen-shu

..............page:9-16

DYNAMIC RESPONSE ANALYSIS OF CLOSED LOOP CONTROL SYSTEM FOR RANDOM INTELLIGENT BEAM STRUCTURES
WANG Min-juan;*CHEN Jian-jun

..............page:234-239

THE CHARACTERISTICS OF VIBRATION WAVE PROPAGATION FROM SHIP HIGH TRANSMISSION LOSS BASE STRUCTURES
*JI Fang;YAO Xiong-liang

..............page:240-244,250

TRANSIENT LOAD ON SUPERSONIC FIN ANALYSIS BASED ON CFD/CSD COUPLING
*CAI Tian-xing;XU Min;YAO Wei-gang;DOU Yi-bin

..............page:245-250

THE UNSTEADY WATER ENTRY PROCESS STUDY OF HIGH-SPEED VEHICLE
*AN Wei-guang;JIANG Yun-hua;AN Hai

..............page:251-256

Instructions to Contributors

..............page:257-258

NUMERICAL INVESTIGATION OF FLUID-STRUCTURE INTERACTION OF THIN ELASTIC PLATE IN WAKE FLOWING FIELDS
*WANG Wen-quan1;ZHANG Li-xiang1;YAN Yan1;GUO Ya-kun2

..............page:17-22

PARAMETER IDENTIFICATION FOR TIME-VARYING SYSTEM USING STATE SPACE AND WAVELET METHOD
XU Xin;*SHI Zhi-yu

..............page:23-28

THE APPLICATION OF THE EXTENDED EIGENSYSTEM REALIZATION ALGORITHM FOR STRUCTURAL MODAL PARAMETER IDENTIFICATION
QI Quan-quan;*XIN Ke-gui;CUI Ding-yu

..............page:29-34,40

EXPERIMENTAL INVESTIGATIONS OF RELEASABLE ENERGY AND DISSIPATIVE ENERGY WITHIN ROCK
LI Li-yun1;2;XIE He-ping1;2;JU Yang2;MA Xu2;WANG Li2

..............page:35-40

STUDY ON THE COLLAPSE-RESISTANT CAPACITY OF RC FRAMES WITH DIFFERENT SEISMIC FORTIFICATION LEVELS
SHI Wei;*YE Lie-ping;LU Xin-zheng;TANG Dai-yuan

..............page:41-48,68

EXPERIMENTAL STUDY OF LADDER TRACK ON A RAIL TRANSIT ELEVATED BRIDGE
*DENG Yu-shu1;XIA He1;ZENDA Yasuo2;INOUE Hiromi2;QI Lin2

..............page:49-54

INITIAL ROTATIONAL STIFFNESS OF SEMI-RIGID COMPOSITE BEAM-TO-COLUMN JOINTS WITH FLUSH END PLATE CONNECTIONS
GAO Jing1;*SHI Wen-long2;LI Guo-qiang3;YE Zhi-ming4

..............page:55-61

FUNDATION EXPERIMENTS RESEARCH OF NEW ANGLE-DISPLACEMENT DAMPER FOR WOOD FRAME STRUCTURES IN RURAL AREAS
*ZOU Shuang;HUO Lin-sheng;LI Hong-nan

..............page:62-68

STUDY ON FRACTURE PROCESS OF CONCRETE THREE-POINT BENDING BEAMS RETROFITTED WITH UHTCC
*ZHU Yu1;XU Shi-lang2

..............page:69-77

3D NON-AXISYMMETRICAL DYNAMIC RESPONSE OF UNSATURATED SOILS
*XU Ming-jiang1;WEI De-min2

..............page:78-85

THE INFLUENCE OF MODAL SURFACE ROUGHNESS ON WIND LOADS OF COOLING TOWERS
*SHEN Guo-hui1;YU Guan-peng2;SUN Bing-nan1;LOU Wen-juan1;LI Qing-xiang3;YANG Shi-chao3

..............page:86-93

FUZZY RANDOM TIME-VARIANT PROBABILITY MODEL OF REINFORCEMENT SECTIONAL AREA
*WANG Lei;ZHANG Jian-ren

..............page:94-102,108

APPLICATIONS OF NAKED OPTICAL FIBER BRAGG GRATING AND FIBER OPTIC IMPACT HAMMER IN BRIDGE MODEL TEST
*ZHAN Sheng1;TAM Hwa-yaw2;XU You-lin1;AU Ho-yin2;ZHANG Xiao-hua1

..............page:103-108

EXPERIMENTAL RESEARCH ON THE SHEAR-BOND FAILURE OF RC COLUMNS UNDER SEISMIC ACTION
*SUN Zhi-guo1;SI Bing-jun2;GUO Xun1;YU De-hai3;LI Xiao-li3

..............page:109-117,149

CONCRETE DAMAGE MODEL WITH VARIABLE PARAMETER EQUIVALENT STRAIN
*LI Tong-chun1;YANG Zhi-gang1;2

..............page:118-122

CONCRETE GRAVITY DAM RELIABILITY ANALYSIS ON TENSION FAILURE PATH UNDER NON-STATIONARY GROUND MOTION PROCESSES
*XU Qiang2;LI Jing2;CHEN Jian-yun1;2;FAN Shu-li2

..............page:123-128

EXPERIMENTAL STUDY ON THE SHEAR CAPACITY OF SRHSHPC BEAMS
*ZHENG Shan-suo;HU Yi;CHE Shun-li;WANG Bin;TAO Qing-lin

..............page:129-135

ANALYTIC SOLUTION FOR ROCK-LINER INTERACTION OF DEEP CIRCULAR TUNNEL
*WU Shun-chuan;PAN Dan-guang;GAO Yong-tao

..............page:136-142

A METHOD FOR CALCULATION OF STRESS OF COMPOSITE BEAMS WITH ELASTIC SHEAR CONNECTIONS
*ZHOU Dong-hua;SUN Li-li;FAN Jiang;WANG Jun-ping;GAO Qiong-xian

..............page:157-162

RESEARCH ON ACTIVE CONTROL FOR TIME DELAYED STRUCTURE USING MODIFIED GENETIC ALGORITHM
XUE Xiao-min1;*SUN Qing2;ZHANG Ling1;WU Xiao-hong1

..............page:143-149

OPTIMAL SENSOR PLACEMENT FOR MODAL PARAMETERS TEST OF LARGE SPAN SPATIAL STEEL STRUCTURAL
*TENG Jun1;ZHU Yan-huang2

..............page:150-156

STUDY ON CRACK RESISTANCE OF BEAM-COLUMN JOINTS IN REINFORCED CONCRETE FRAME STRUCTURES
XING Guo-hua;*WU Tao;LIU Bo-quan

..............page:163-169

EXPERIMENTAL STUDY ON THE FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED WITH STEEL BAR/WIRE MESH MORTAR
LIU Jin-wei;ZHU Zhan-xian;LI Feng-feng;*XIONG Guang-jing

..............page:170-176

EXPERIMENTAL STUDY ON MECHANICS PROPERTY OF FLANGE PLATE-REINFORCED CONNECTIONS OF STEEL FRAMES
*WANG Yan;YU You-sheng;WANG Peng

..............page:177-184

ANALYSIS OF CREEP EFFECT ON REINFORCED CONCRETE THIN PLATES
*HU Di;WENG Yun-xin;YU Zhi-wu

..............page:185-190

SPATIAL DYNAMIC MODEL OF TRAIN-BALLAST TRACK-SUBGRADE COUPLED SYSTEM
XU Peng;*CAI Cheng-biao

..............page:191-197

IN-PLANE CREEP BUCKLING FOR PIN-ENDED CONCRETE-FILLED STEEL TUBULAR CIRCULAR ARCHES
*WANG Yu-yin;LIU Chang-yong;ZHANG Su-mei

..............page:198-204

MAGNETO-ELASTIC EFFECT ANALYSIS OF CURRENT-CARRYING RECTANGULAR PLATE WITH FOUR EDGES FIXED
*BIAN Yu-hong;BAI Xiang-zhong;TIAN Zhen-guo

..............page:205-208,223

DYNAMICS OF A TWO-DEGREE-OF-FREEDOM IMPACT SYSRTEM WITH CLEARANCE AND PRE-COMPRESSED SPRING
*ZHANG Hui;DING Wang-cai;LI Fei

..............page:209-217

STUDY ON DYNAMIC CHARACTERISTICS OF A PIEZOELECTRIC VALVE-LESS NOZZLE/DIFFUSER MICROPUMP
*JIANG Dan1;LI Song-jing2;YANG Ping1

..............page:218-223

NUMERICAL COMPUTATION OF PRESSURE ON THE THERMAL RECOVERY WELL BASED ON THERMAL-HYDRO-MECHANICAL COUPLING
*JI You-jun1;LIU Jian-jun1;CHENG Lin-song2;LIAN Pei-qing2

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

THE EFFECT OF VOIDS IN BUNDLE ON ELASTIC PROPERTIES OF 2.5D-C/SiC COMPOSITES
*CHANG Yan-jun1;ZHANG Ke-shi1;JIAO Gui-qiong2;WANG Bo2

..............page:230-233,239