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SMALL PUNCH TEST ASSESSMENT FOR THE EFFECT OF THICKNESS ON THE FRACTURE TOUGHNESS OF THE SMALL SPECIMENS
WANG Zhao-xi, , SHI Hui-ji, XUE Fei, QU Bao-ping
2009, 26(7): 1-006,.
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EFFECT OF CRACK FACE CONTACT AND FRICTION ON DYNAMIC STRESS INTENSITY FACTORS FOR A DOUBLE-EDGE CRACKED PLATE
WANG Li-qing, GAI Bing-zheng
2009, 26(7): 7-011.
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NUMERICAL STUDY ON THE SLENDER BODY AT HIGH ANGLE OF ATTACK
PEI Xi, CHEN Zhi-min, LI Chang-ming, WANG Xing
2009, 26(7): 12-015.
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DYNAMIC PROPAGATION PROBLEMS OF ASYMMETRICAL MODE Ⅲ CRACKS
LU Nian-chun, , CHENG Yun-hong, WANG Yun-tao
2009, 26(7): 16-021,.
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THE DYNAMICAL RESPONSE ANALYSIS OF PIEZOELECTRIC FLEXIBLE STRUCTURES BASED ON MODEL REDUCTION
ZHANG Jing-jun, HE Li-li, GAO Rui-zhen
2009, 26(7): 22-027.
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PROCEDURE FOR ANALYZING THE FUZZY RELIABILITY OF STRUCTURAL SYSTEM WHEN PARAMETERS OF PROBABILISTIC MODELS ARE FUZZY
NI Zao, QIU Zhi-ping
2009, 26(7): 28-034.
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ANALYSIS OF TORSION RIGIDITY OF MICRO BARS WITH CIRCULAR CROSS SECTION
LIU Chun-jie,
2009, 26(7): 35-038.
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STUDY ON TYPES AND CHARACTERS OF DYNAMICAL FAILURE FOR SINGLE LAYER LATTICED SHELLS
DU Wen-feng, GAO Bo-qing, DONG Shi-lin
2009, 26(7): 39-046,.
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THE INFLUENCE OF SURFACE MATERIAL OF CABLE ON RAIN-WIND INDUCED VIBRATION
LI Tun, , CHEN Zheng-qing
2009, 26(7): 47-053.
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SIMPLIFIED METHOD FOR THE ANALYSIS OF SOIL PRESSURE ON THE OVERTURNED BASEMENT SHELTER ATTACHED TO HIGH RISE BUILDINGS UNDER BLAST LOADING
ZHANG Zheng-wei, , SONG Er-xiang
2009, 26(7): 54-059.
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THE FREE VIBRATION ANALYSIS OF A BAEM PARTLY IMMERSED IN A FLUID ON COUPLED ELASTIC FOUNDATION
YANG Xiao, XU Xiao-hui
2009, 26(7): 60-065.
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A SIMPLIFIED P- EFFECTS ANALYSIS APPROACH FOR TALL BUILDING STEEL FRAMES WITH SEMI-RIGID CONNECTIONS
XU Wei-liang, ZHENG Ting-yin
2009, 26(7): 66-071.
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SEISMIC ANALYSIS OF WIND TURBINE SYSTEM
HE Guang-ling, ZHOU Yong, LI Jie
2009, 26(7): 72-077. DOI: 10.6052/j.issn.1000-4750.2007.12.0734
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INTERFAICAL STRESS ANALYSIS OF BEAMS STRENGTHENED WITH A PRESTRESSED CFRP PLATE
DENG Jun,
2009, 26(7): 78-082,.
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EXPERIMENTAL STUDY OF STRESS CONCENTRATION FACTOR FOR COMPLETELY OVERLAPPED K-JOINTS
QU Shu-ying, ZHANG Bao-feng, ZHANG Guo-dong, SHAO Yong-bo
2009, 26(7): 83-088.
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THEORETICAL AND EXPERIMENTAL RESEARCH ON THE FLEXURAL BEHAVIOR OF EXTERNAL PRESTRESSED COMPOSITE BEAM WITH CORRUGATED WEBS
LI Li-feng, LIU Zhi-cai,
2009, 26(7): 89-096.
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CALCULATION AND INFLUENCE FACTOR ANALYSIS ON LATERAL BEARING CAPACITY OF SQUEEZED BRANCH AND PLATE PILE
GAO Xiao-juan, LIU Feng-jun, LI Yue-hui, ZHU Xiang-rong
2009, 26(7): 97-104.
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RESEARCH OF SYSTEM RELIABILITY DESIGN FOR LONG-SPAN SPATIAL STRUCTURE UNDER ASYMMETRIC LOADS
JIANG You-bao, YANG Wei-jun
2009, 26(7): 105-110.
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THE JUDGMENT AND PREDICTION ON REINFORCED CONCRETE STRUCTURES’ DURABILITY BASED ON STEEL RUSTINESS AND CONCRETE CRACKING
PAN Hong-ke
2009, 26(7): 111-116.
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INFLUENCE OF REALKALIZATION ON THE MICROSTRUCTURE OF CARBONATED RC BRIDGES
&#;XIONG Yan;QU Wen-jun;LI Qi-ling, ,
2009, 26(7): 117-124.
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ANALYSIS OF GENERATE MECHANISM OF RESIDUAL STRAIN IN CAST-IN-PLACE PILES
YIN Chang-jun, WANG Xing-hua, MA Shi-cheng
2009, 26(7): 125-133.
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NONLINEAR NUMERICAL ANALYSIS OF CABLE DOME STRUCTURE WITH RIGID ROOF
ZONG Zhong-ling, GUO Zheng-xing
2009, 26(7): 134-139.
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INFLUENCE OF LAYOUT PRINCIPLE OF BUCKLING-RESTRAINED BRACES ON ASEISMIC PERFORMANCE OF STEEL FRAME
JIA Ming-ming, ZHANG Su-mei, LU Da-gang, JIANG Shou-lan
2009, 26(7): 140-146.
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WIND-RAIN-INDUCED VIBRATION OF PROTOTYPE STAY CABLE: PARAMETER STUDIES
WANG Ling-yun, XU You-lin
2009, 26(7): 147-154.
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NONLINEAR STABILITY ANALYSIS OF LONG-SPAN CONTINUOUS RIGID FRAME BRIDGE WITH DOUBLE THIN-WALL HIGH PIERS AT ITS CANTILEVER STATE
FANG Zhi, WANG Fei, CAO Chuan-lin
2009, 26(7): 155-162.
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RESEARCH ON SEISMIC RESPONSE OF ASYMMETRIC BASE-ISOLATED STRUCTURES UNDER NEAR-FAULT PULSE-LIKE GROUND MOTIONS
YE Kun,
2009, 26(7): 163-169,.
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EXPERIMENTAL STUDY ON DYNAMIC IDENTIFICATION OF REINFORCED CONCRETE FRAME STRUCTURE
XIE Xian-zhong, YI Wei-jian, CHEN Wen-xin
2009, 26(7): 170-175.
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AN INVESTIGATION ON THE TENSION ANALYTICAL MODEL OF STEEL PLATE WITH STAGGERED BOLT HOLES
SUN Wei-wei, Yam C.H. Michael, MENG Shao-ping
2009, 26(7): 176-180.
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ADAPTIVE NEURAL NETWORK CONTROL OF COORDINATED MOTION OF FREE-FLOATING SPACE MANIPULATOR SYSTEM
GUO Yi-shen, CHEN Li
2009, 26(7): 181-187.
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RELIEVING RESIDUAL STRESSES OF THE WELDING WORKPIECE IN THE STEEL STRUCTURE BY VIBRATORY STRESS RELIEF
YIN He-chi, ZHANG Guang-ye, YAN Huan-yuan
2009, 26(7): 188-191.
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EVOLUTION OF UNSTEADY AERODYNAMIC FORCES FOR BODIES FROM FLOW MAPS
ZHANG Wei, GE Yao-jun
2009, 26(7): 192-204.
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EXPERIMENTAL INVESTIGATION ON DEBONDING DAMAGE DETECTION OF HONEYCOMB SANDWICH CANTILEVER BEAM
YANG Zhi-chun, DANG Xiao-juan, TAN Guang-hui
2009, 26(7): 205-210.
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MOVING GRIDS METHOD SIMULATION OF SECTIONS’ AERODYNAMIC DERIVATIVES BASED ON ALE FORMAT
AI Hui-lin, CHEN Ai-rong
2009, 26(7): 211-215.
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FINITE ELEMENT IMPLEMENTATION TO TIME-DEPENDENT CONSTITUTIVE MODEL OF SOLDER IN MICRO-ELECTRONIC PACKAGING
MAO Jiang-hui, YANG Xian-jie, GAO Qing
2009, 26(7): 216-221.
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EXPERIMENTAL STUDY ON VORTEX INDUCED VIBRATION OF SUSPENDED SUBMARINE PIPELINE
SHA Yong, WANG Yong-xue, WANG Guo-yu, LI Guang-wei, CHEN Zhi-jie
2009, 26(7): 222-226.
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A VISCO-ELASTIC MODEL FOR ANALYSIS OF GROUND SUBSIDENCE DUE TO UNDERGROUND MINING BY PILLARLESS SUBLEVEL CAVING METHOD
LI Wen-xiu, GUO Yu-gui, HOU Xiao-bing
2009, 26(7): 227-231.
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RESEARCH OF THE FATIGUE CRACK PROPAGATION CHARACTERISTIC ON RAILWAY HOLLOW AXLES
ZHOU Su-xia, XIE Ji-long
2009, 26(7): 232-237.
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DUCTILE DAMAGE ANALYSIS FOR FRACTURE IN SHEET METAL FORMING BASED ON GTN MESOSCOPIC DAMAGE MODEL
CHEN Zhi-ying, DONG Xiang-huai
2009, 26(7): 238-244.
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GLOBAL BUCKLING ANALYSIS OF SQUARE-HONEYCOMB SANDWICH PLATES CONSIDERING GEOMETRY CHARACTERISTICS
LIU Jun, CHENG Yuan-sheng
2009, 26(7): 245-250.
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RESEARCH ON CAVITATION OF VERTICAL LAUNCH SUBMARINE MISSILE
WEI Ying-jie, MIN Jing-xin, WANG Cong, ZOU Zhen-zhu, YU Feng
2009, 26(7): 251-256.
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