Engineering Mechanics 2008 Issue 11 EXPERIMENTAL COMPARISION OF STATIC BEHAVIOR OF TUBULAR N-JOINTS REINFORCED IN DIFFERENT WAYS

EXPERIMENTAL COMPARISION OF STATIC BEHAVIOR OF TUBULAR N-JOINTS REINFORCED IN DIFFERENT WAYS
LI Zi-lin1 ; WU Liang-qin1 ; ZHU Bin1 ; HAN Qin-hua2

..............page:179-185

RATCHETING-FATIGUE INTERACTION OF ANNEALED 42CrMo STEEL AND ITS FAILURE MODEL
LIU Yu-jie ; KANG Guo-zheng ; GAO Qing ; LI Zhao

..............page:186-191

NUMERICAL SIMULATION OF DYNAMIC ICE ACTION ON CONICAL STRUCTURE
WU Wen-hua ; YU Bai-jie ; XU Ning ; YUE Qian-jin

..............page:192-196

PEM-PIM SCHEME FOR NON-STATIONARY RANDOM VIBRATION ANALYSIS OF VEHICLE-BRIDGE SYSTEMS
ZHANG Zhi-chao ; ZHANG Ya-hui ; LIN Jia-hao

..............page:197-204

THREE-DIMENSIONAL MECHANICAL ANALYSIS OF A SIMPLY SUPPORTED FUNCTIONALLY GRADED PIEZOELECTRIC PLATE BASED ON HAAR WAVELET METHOD
ZHANG Chun1 ; ZHONG Zheng2

..............page:205-211

SESISMIC RESPONSES OF LONG-SPAN TRANSMISSION TOWER-LINE SYSTEM
SHEN Guo-hui1 ; SUN Bing-nan1 ; HE Yun-xiang2 ; YE Yin3 ; LOU Wen-juan1

..............page:212-217

THE DYNAMIC CHARACTERISTICS OF COAXIAL CYLINDRIAL SHELL CONVEYING FLUID
XI Zhi-de ; CHEN Bing-de ; LI Peng-zhou ; JIANG Zi-long

..............page:218-222

STUDY ON THE WHEEL/RAIL CONTACT GEOMETRY RELATION OF THE TURNOUT ZONE
REN Zun-song ; SUN Shou-guang

..............page:223-230

METHOD FOR DYNAMIC RESPONSE OF SUBGRADE SUBJECTED TO HIGH-SPPED MOVING LOAD
DONG Liang1 ; ZHAO Cheng-gang1 ; CAI De-gou2 ; ZHANG Qian-li2 ; YE Yang-sheng2

..............page:231-236,240

RELIABILITY-BASED ROBUST DESIGN FOR MECHANICAL COMPONENTS WITH STRESS CONCENTRATIONS
ZHANG Yi-min ; GAO Wei ; SONG Xiang-qiang ; HUANG Xian-zhen

..............page:237-240

ben kan yao xun

..............page:5

Overview

..............page:4

gong cheng li xue zheng gao jian ze

..............page:241

Instructions to Contributors

..............page:242

A SCHEME WITH OPTIMAL ORDER OF SUPER-CONVERGENCE BASED ON EEP METHOD FOR GALERKIN FEM
YUAN Si ; XING Qin-yan ; YE Kang-sheng

..............page:1-7

PERFORMANCE ANALYSIS AND EXPERIMENT ON MR DAMPER WITH HELIX SLOTTED PLUNGER
LI Zhong-xian ; LIU Jian-jun

..............page:8-13

HIGH ORDER SINGLE STEP ALGORITHM OF PSEUDO-DYNAMIC TESTING
WANG Huan-ding ; CHEN Zai-xian ; WANG Feng-lai ; TAO Shao-hua

..............page:14-19,26

A MODIFIED ITERATION ALGORITHM FOR STRUCTURAL RELIABILITY INDEX EVALUATION
KANG Zhan ; LUO Yang-jun

..............page:20-26

COMPLIANCE CALCULATION OF A NOVEL FLEXURE HINGE
ZHANG Jing-zhu ; XU Cheng ; ZHAO Yan-jun

..............page:27-32

VIBRATIONS ANALYSIS OF BUCKLING MEMBRANE
LI Yun-liang ; TIAN Zhen-hui ; TAN Hui-feng

..............page:33-36,85

STUDY ON PROPAGATION BEHAVIOR OF INTERFACE CRACKS OF RC BEAMS STRENGTHENED WITH CFL UNDER CYCLIC BENDING LOADS
DENG Jiang-dong1;2 ; HUANG Pei-yan1 ; GUO Xin-yan1

..............page:37-41

A DYNAMIC SUBSTRUCTURE TECHNIQUE FOR THE TRANSIENT DYNAMICS OF NON-HOMOGENEOUS FLEXIBLE BARS WITH IMPACT
SHEN Yu-nian ; YIN Xiao-chun

..............page:42-47

A HYSTERETIC MODEL OF MOMENT-ROTATION RELATIONSHIP FOR PLASTIC HINGE ZONE OF FRP-CONCRETE-STEEL DOUBLE SKIN TUBULAR COLUMNS
QIAN Jia-ru ; LIU Ming-xue

..............page:48-52

EXPERIMENTAL STUDY ON BOND-SLIP BETWEEN ULTRA HIGH TOUGHNESS CEMENTITIOUS COMPOSITES AND STEEL BAR
XU Shi-lang ; WANG Hong-chang

..............page:53-61

RESEARCH ON PRACTICAL RESILIENCE MODEL OF LOAD VERSUS DISPLACEMENT FOR CONCRETE FILLED STEEL TUBULAR FRAME
WANG Wen-da1;2 ; HAN Lin-hai2

..............page:62-69

FIRE RESISTANCE OF CONCRETE COLUMNS WITH RECTANGULAR CROSS SECTION SUBJECTED TO 2-ADJACENT-FACE AND 3-FACE HEATING
XU Yu-ye ; WANG Quan-feng ; CHAI Zhen-ling

..............page:70-77

SHAKING TABLE TEST FOR THE STRUCTRAL MODEL OF GUANGZHOU NEW TV TOWER
PAN Han-ming1;2 ; ZHOU Fu-lin3 ; LIANG Shuo2

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

RESEARCH ON PRIMARY RESONANCE OF CABLES IN CURVED CABLE-STAYED BRIDGE
KANG Hou-jun1 ; ZHAO Yue-yu1 ; YANG Xiang-zhan2

..............page:86-91

VERTICAL VIBRATION OF VEHICLE-PAVEMENT-BRIDGE SYSTEM
FANG Zhi1 ; YIN Xin-feng1 ; PENG Xian2

..............page:92-99

MULTIAXIAL STRENGTH MODEL OF CONCRETE
YANG Jian-hui1;4 ; YANG Zheng-hao2 ; HUANG Hui3 ; QIN Ben-dong1 ; FANG Kun-he4

..............page:100-110

DYNAMIC BEHAVIOR ANALYSIS OF SINGLE PILES EMBEDDED IN NONLINEAR SOILS UNDER VERTICAL VIBRATION
SHANG Shou-ping ; REN Hui ; ZENG Yu-lin ; YU Jun

..............page:111-115

ERRORS AND IMPROVEMENTS IN RELIABILITY INDEXES OF DESIGN FORMULAE OF CURRENT CHINA CODES FOR DESIGN OF HIGHWAY RC BRIDGES
YANG Xiao-gang ; QIN Quan

..............page:116-121

EFFECTIVE LENGTH FACTOR OF COLUMNS IN SEMI-RIGID JOINTED AND BRACED FRAMES WITH CONSIDERATION OF SHEAR EFFECTS
WANG Yan1 ; LIU Hui2 ; YU You-sheng1

..............page:122-127

EXPERIMENTAL RESEARCH ON STRUCTURAL DAMAGE ALARMING OF BENCHMARK STRUCTURE USING WAVELET PACKET ANALYSIS
DING You-liang ; LI Ai-qun

..............page:128-133,140

PREDICTION OF COMPRESSIVE STRENGTH OF MOISTURE CONCRETE BY MESO-INCLUSION THEORY
BAI Wei-feng ; CHEN Jian-yun ; FAN Shu-li

..............page:134-140

DETERMINATION OF TARGET STORY DRIFT FOR RC SHEAR WALL STRUCTURE IN PERFORMANCE-BASED SEISMIC DESIGN
DENG Ming-ke ; LIANG Xing-wen ; XIN Li

..............page:141-148

STUDY ON BOND BEHAVIOR OF INTER-CRACK CFRP AND CONCRETE IN BEAMS STRENGTHENED WITH FIBERS
LIN Xin-yan1;2 ; CAO Shuang-yin2

..............page:149-155

NUMERICAL ANALYSIS OF FAILURE ENVELOPES OF BUCKET FOUNDATION SUBJECTED TO COMBINED LOADS BASED ON ELASTO-PLASTIC FEM
WU Ke1;2 ; LUAN Mao-tian1;2 ; FAN Qing-lai3 ; WANG Zhi-yun1;2

..............page:156-161

LABORATORY TESTING AND NUMERICAL SIMULATION OF MULTIPHASE FLOW IN UNSATURATED SOILS
HU Li-ming1;2 ; XING Wei-wei1 ; ZHOU Xiao-wen2

..............page:162-166

EXPERIMENTAL STUDY ON THE IMPACT COMPRESSIVE BEHAVIOR OF REACTIVE POWDER CONCRETE
WANG Yong-hua ; LIANG Xiao-yan ; WANG Zheng-dao ; AN Ming-zhe ; YAN Gui-ping

..............page:167-172,204

RIGOROUS SOLUTION OF ULTIMITE SOIL PRESSURE AGAINST RIGID RETAINING WALLS
JIANG Peng-ming1;2 ; LU Chang-feng2 ; SHEN Zhu-jiang 3 ; MEI Guo-xiong4

..............page:173-178