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BOUNDARY CONDITIONS ON DEGENERATE LINES FOR THE PARAMETRIC finite difference METHOD OF LINES
LIN Yong-jing, YUAN Si
2017, 34(4): 1-4. DOI: 10.6052/j.issn.1000-4750.2015.11.0942
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ELASTIC-PLASTIC ANALYSIS OF 3D SOLIDS USING THE FINITE PARTICLE METHOD
ZHANG Peng-fei, LUO Yao-zhi, YANG Chao
2017, 34(4): 5-12. DOI: 10.6052/j.issn.1000-4750.2015.08.0709
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INVESTIGATION ON THE DUCTILE FRACTURE BEHAVIOR OF Q460 STEEL FILLET WELDED JOINTS BASED ON MICRO-MECHANICS
SHI Gang, CHEN Yu-feng
2017, 34(4): 13-21. DOI: 10.6052/j.issn.1000-4750.2015.12.1001
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INFLUENCE OF SEISMIC ACTION ADJUSTMENTS ON SEISMIC DESIGN AND SAFETY OF RC FRAMES
LU Xiao, LU Xin-zheng, LI Meng-ke, GU Dong-lian, XIE Lin-lin
2017, 34(4): 22-31. DOI: 10.6052/j.issn.1000-4750.2016.11.0871
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SEISMIC ANALYSIS OF LONG-SPAN CONTINUOUS RIGID FRAME BRIDGE CONSIDERING SITE NONLINEARITY, TOPOGRAPHY EFFECT AND SOIL-STRUCTURE DYNAMIC INTERACTION UNDER OBLIQUE INCIDENCE
WANG Du-guo, ZHAO Cheng-gang
2017, 34(4): 32-41. DOI: 10.6052/j.issn.1000-4750.2015.03.0180
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NONLINEAR FRACTURE SIMULATION OF DAM-FOUNDATION INTERFACE DRIVEN BY NONLINEAR WATER PRESSURE
ZHONG Hong, LIN Gao, LI Hong-jun
2017, 34(4): 42-48. DOI: 10.6052/j.issn.1000-4750.2015.10.0817
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EXPERIMENTAL STUDY ON THE SIZE EFFECT OF HIGH-STRENGTH RC COLUMNS UNDER AXIAL COMPRESSION
LI Dong, JIN Liu, DU Xiu-li
2017, 34(4): 49-56,71. DOI: 10.6052/j.issn.1000-4750.2015.09.0744
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ANALYSIS ON TIME-DEPENDENT DEFLECTION OF RECYCLED AGGREGATE CONCRETE BEAMS
XIAO Jian-zhuang, ZHENG Shi-tong
2017, 34(4): 57-62. DOI: 10.6052/j.issn.1000-4750.2015.10.0833
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3D NUMERICAL SIMULATION OF WIND-DRIVEN RAIN ON BRIDGE DECK SECTIONS BASED ON EULERIAN MULTIPHASE MODEL
LIU Shun, HUANG Sheng-hong, LI Qiu-sheng, CHEN Fu-bin
2017, 34(4): 63-71. DOI: 10.6052/j.issn.1000-4750.2015.10.0852
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DYNAMIC STRUCTURAL RESPONSE OF PROGRESSIVE COLLAPSE UNDER A SINGLE-COLUMN-REMOVAL SCENARIO
GUO Yi-qing, YU Jun
2017, 34(4): 72-77. DOI: 10.6052/j.issn.1000-4750.2015.09.0776
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DYNAMIC RESPONSES AND TRAIN RUNNING SAFETY OF RAILWAY CABLE-STAYED BRIDGE UNDER EARTHQUAKES
ZHU Zhi-hui, YANG Le, WANG Li-dong, CAI Cheng-biao, DAI Gong-lian
2017, 34(4): 78-87, 100. DOI: 10.6052/j.issn.1000-4750.2015.09.0790
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ACCEPTABLE STRUCTURAL COLLAPSE SAFETY MARGIN RATIOS BASED ON ANNUAL COLLAPSE PROBABILITY
XIAN Li-na, HE Zheng, ZHANG Yan-tai
2017, 34(4): 88-100. DOI: 10.6052/j.issn.1000-4750.2015.09.0791
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ANALYTICAL SOLUTION FOR STRESS WAVES OF HOLLOW CONCRETE FILLED STEEL TUBULAR PILES SUBJECTED TO AXIAL IMPACT
WANG Huai-zhong
2017, 34(4): 101-107. DOI: 10.6052/j.issn.1000-4750.2015.09.0793
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INFLUENCE OF AMPLITUDE- AND FREQUENCY-DEPENDENT STIFFNESS OF RAIL PADS ON THE FREQUENCY-DOMAIN RANDOM VIBRATION OF VEHICLE-TRACK COUPLED SYSTEM
WEI Kai, ZHANG Pan, WANG Ping
2017, 34(4): 108-115. DOI: 10.6052/j.issn.1000-4750.2015.09.0805
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EXPERIMENTAL RESEARCH ON CRACK WIDTH OF STEEL FIBERS REINFORCED SELF-CONSOLIDATING CONCRETE BEAMS
NING Xi-liang, DING Yi-ning
2017, 34(4): 116-124. DOI: 10.6052/j.issn.1000-4750.2015.10.0824
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THREE-DIMESIONAL SEEPAGE ANALYSIS FOR CRACKED CONCRETE BASED ON EMBEDDED ELEMENTS AND ELASTIC ANALOGY
QIAN Peng, XU Qian-jun
2017, 34(4): 125-133. DOI: 10.6052/j.issn.1000-4750.2015.10.0825
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MESO-SCALE PARTICLE MODELING OF ALKALI-SILICA REACTION AND MECHANICAL PROPERTIES OF CONCRETE
SONG Bai-xing, KE Guo-jun, PAN Jian-wen
2017, 34(4): 134-139. DOI: 10.6052/j.issn.1000-4750.2015.10.0831
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NONLINEAR ANALYSIS MODEL AND NUMERICAL SIMULATION OF COUPLED WALL SYSTEMS
LUO Huan, DU Ke, SUN Jing-jiang, DING Bao-rong
2017, 34(4): 140-149, 159. DOI: 10.6052/j.issn.1000-4750.2015.10.0843
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STUDY ON SKEWED WIND LOAD FACTOR ON CROSS-ARMS OF ANGLE STEEL TRANSMISSION TOWERS UNDER SKEWED WIND
YANG Feng-li
2017, 34(4): 150-159. DOI: 10.6052/j.issn.1000-4750.2015.10.0845
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EQUIVALENT STATIC WIND LOAD OF TRANSMISSION TOWER BASED ON DISPLACEMENT MEASUREMENT
LIU Mu-guang, WANG Shu-bin, XIE Zhuang-ning, SHI Bi-qing
2017, 34(4): 160-166. DOI: 10.6052/j.issn.1000-4750.2015.10.0869
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EXPERIMENTAL INVESTIGATION ON MECHANICAL PROPERTIES OF S30408 AUSTENITIC STAINLESS STEEL AT ELEVATED TEMPERATURES
FAN Sheng-gang, ZHENG Jia-cheng, SUN Wen-jun, XIA Xin-feng, LIU Mei-jing
2017, 34(4): 167-176, 186. DOI: 10.6052/j.issn.1000-4750.2015.11.0889
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BASIC PARAMETERS TEST AND 3D MODELLING OF BOND IN HSC AFTER ELEVATED TEMPERATURES
ZHAO Wei-ping, ZHU Bin-rong
2017, 34(4): 177-186. DOI: 10.6052/j.issn.1000-4750.2015.11.0898
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SPATIAL TRANSFORMATION CONTROL METHOD OF MAIN CABLE ALIGNMENT DURING CONSTRUCTION PROCESS IN SUSPENSION BRIDGE WITH SPATIAL CABLES
WANG Xiao-ming, LEI Xiao-ming, WANG Cheng-shu, XU Yuan-xiao
2017, 34(4): 187-195. DOI: 10.6052/j.issn.1000-4750.2015.11.0902
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STUDY ON THE BEHAVIOR OF PRECAST REINFORCED CONCRETE BEAMS UNDER IMPACT LOADING
YAN Qiu-shi, SHAO Hui-fang, LI Liang
2017, 34(4): 196-205. DOI: 10.6052/j.issn.1000-4750.2016.03.0239
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EMD-BASED QUANTITATIVE CATEGORIZATION FOR VELOCITY PULSE-LIKE GROUND MOTIONS
YANG Cheng, TANG Ze-nan, CHANG Zhi-wang, HUANG Guo-qing, XU Teng-fei
2017, 34(4): 206-212. DOI: 10.6052/j.issn.1000-4750.2016.04.0248
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STUDY ON BENDING RESISTANCE OF ALUMINUM-FOAM-SANDWICH PANELS
ZHOU Jing-yang, XIA Zhi-cheng, ZHANG Jian-liang, KONG Xin-li
2017, 34(4): 213-220. DOI: 10.6052/j.issn.1000-4750.2016.04.0254
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NUMERICAL INVESTIGATION ON THE VORTEX-INDUCED VIBRATION OF A FLEXIBLE SLENDER RISER
LI Fei-fan, JI Chun-ning, XU Dong, HAN Bing, ZHANG Hai
2017, 34(4): 221-230. DOI: 10.6052/j.issn.1000-4750.2015.11.0883
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GEOMETRIC NONLINEAR AEROELASTIC BEHAVIOR of HIGH ASPECT RATIO WINGS
FU Zhi-chao, CHEN Zhan-jun, LIU Zi-qiang
2017, 34(4): 231-240. DOI: 10.6052/j.issn.1000-4750.2015.10.0849
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FATIGUE SCATTERING FACTOR FOR LOAD SPECTRA IN A FIGHTER FLEET
LI Tang, HE Xiao-fan, SUI Fang-yuan, LI Yu-hai
2017, 34(4): 241-247. DOI: 10.6052/j.issn.1000-4750.2015.11.0880
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CONTROL OF TRANSONIC BUFFET ONSET INCIDENCE ANGLE AND BUFFETING LOADS BY TANGENTIAL SLOT BLOWING
DANG Hui-xue, ZHAO Jun-hai, YANG Zhi-chun
2017, 34(4): 248-256. DOI: 10.6052/j.issn.1000-4750.2015.11.0896
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