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DISCUSSION OF SAFETY FACTOR DEFINITIONS AND COMPUTATION METHODS FOR GEOTECHNICAL STRUCTURES
SONG Er-xiang, KONG Yu-fei, YANG Jun
2016, 33(11): 1-10. DOI: 10.6052/j.issn.1000-4750.2016.06.ST12
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MECHANICAL BEHAVIORS OF LAMINATED COMPOSITE PLATE SUBJECTED TO HYGRO-THERMO-MECHANICAL LOADING
WU Zhen, LIU Zi-ming
2016, 33(11): 11-19,58. DOI: 10.6052/j.issn.1000-4750.2015.04.0256
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TESTING METHOD STUDY ON FATIGUE CRACK PROPAGATION BEHAVIOR OF CRO SPECIMEN
ZHAO Xing-hua, CAI Li-xun, BAO Chen
2016, 33(11): 20-28. DOI: 10.6052/j.issn.1000-4750.2015.04.0291
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FINITE ELEMENT ANALYSIS OF SEEPAGE IN ROCK BASED ON CONTINUUM DAMAGE EVOLUTION
WANG Yong-liang, LIU Zhan-li, LIN San-chun, ZHUANG Zhuo
2016, 33(11): 29-37. DOI: 10.6052/j.issn.1000-4750.2015.03.0229
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EXPERIMENTAL STUDIES ON SUPER LONG-SPAN CABLE-STAYED BRIDGE BY USING MULTIPLE SHAKE TABLE TESTING
SUN Li-min, XIE Wen
2016, 33(11): 38-48. DOI: 10.6052/j.issn.1000-4750.2016.05.ST06
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A URBAN SEISMIC DAMAGE ANALYSIS MODEL FOR TALL BUILDING GROUPS
XIONG Chen, XU Zhen, LU Xin-zheng, YE Lie-ping
2016, 33(11): 49-58. DOI: 10.6052/j.issn.1000-4750.2015.08.0713
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THE INFLUENCE OF SPECIMEN-TRANSFER-SYSTEM INTERACTION ON THE STABILITY OF REAL-TIME SUBSTRUCTURING SYSTEM
GUO Jun, TANG Zhen-yun, CHEN Shi-cai, LI Yi, LI Zhen-bao
2016, 33(11): 59-67. DOI: 10.6052/j.issn.1000-4750.2016.01.0012
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MODIFIED FORMULA FOR CALCULATING ELASTIC STIFFNESS OF PANEL ZONE IN H-SHAPED BEAM-COLUMN CONNECTIONS
PAN Ling-li, CHEN Yi-yi
2016, 33(11): 68-74,94. DOI: 10.6052/j.issn.1000-4750.2015.03.0227
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PERFORMANCE-BASED BLAST-RESISTANT DESIGN OF BUILDING STRUCTURE COMPONENTS
YU Run-qing, FANG Qin, CHEN Li, YAN Hai-chun
2016, 33(11): 75-83. DOI: 10.6052/j.issn.1000-4750.2015.04.0280
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DISCRETE VARIABLE OPTIMAL DESIGN METHOD OF TRANSMISSION TOWER STRUCTURE
JIN Shu, REN Zong-dong, LI Hong-nan, ZHANG Zhuo-qun
2016, 33(11): 84-94. DOI: 10.6052/j.issn.1000-4750.2015.02.0102
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DESIGN THEORY FOR PASSIVE FLEXIBLE SHIELD STRUCTURES BASED ON ENERGY METHOD
LIU Cheng-qing, NI Xiang-yong, YANG Wan-li, LI Fu-hai, ZHAO Shi-chun
2016, 33(11): 95-104. DOI: 10.6052/j.issn.1000-4750.2015.03.0187
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PROGRESSIVE COLLAPSE PERFORMANCE OF SINGLE-LAYER LATTICED SHELLS
XU Ying, HAN Qing-hua, LIAN Ji-jian
2016, 33(11): 105-112. DOI: 10.6052/j.issn.1000-4750.2015.03.0232
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POST-FIRE BEHAVIOR OF REINFORCED CONCRETE-FILLED SQUARE STEEL TUBULAR STUB COLUMNS UNDER AXIALLY COMPRESSIVE LOADING
ZHANG Yu-zhuo, LÜ Xue-tao, WANG Wei-wei
2016, 33(11): 113-120. DOI: 10.6052/j.issn.1000-4750.2015.03.0244
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3D CHARACTERISTICS OF SEPARATION BUBBLES AROUND FLAT ROOFS BY PIV TECHNIQUE
SUN Hu-yue, YE Ji-hong
2016, 33(11): 121-131. DOI: 10.6052/j.issn.1000-4750.2015.03.0245
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ACTIVE EARTH PRESSURE CALCULATION CONSIDERING FORCE POINT LOCATION
CHEN Jian-gong, HU Ri-cheng, XU Ming
2016, 33(11): 132-139. DOI: 10.6052/j.issn.1000-4750.2015.03.0246
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ANALYSIS OF FORCE STATUS OF STRAND STAYED CABLES IN SADDLE DEVIATORS
HU Fang-jian
2016, 33(11): 140-147. DOI: 10.6052/j.issn.1000-4750.2015.04.0252
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EXPERIMENTAL RESEARCH ON THE ULTIMATE AXIAL CAPACITY OF GROUTED CONNECTIONS IN TRIPOD SUPPORT STRUCTURES OF OFFSHORE WIND TURBINES
LI Wei, PAN Wen-hao, FAN Jian-sheng
2016, 33(11): 148-154. DOI: 10.6052/j.issn.1000-4750.2015.04.0259
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STRUCTURAL SIMILITUDE FOR AXIAYMMETRIC FREE VIBRATION OF STIFFENED SHALLOW SPHERICAL SHELLS BY ENERGY METHOD
YU Wei, LI Zheng-liang
2016, 33(11): 155-162. DOI: 10.6052/j.issn.1000-4750.2015.04.0262
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SOFTWARE DEVELOPMENT AND EXPERIMENTAL VERIFICATION ON REINFORCED CONCRETE FRAME AFTER FIRE BASED ON FIBER ELEMENT
XIA Min, YU Jiang-tao, LU Zhou-dao
2016, 33(11): 163-173. DOI: 10.6052/j.issn.1000-4750.2015.04.0264
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EXPERIMENTAL STUDY ON FIRE RESISTANCE OF AXIALLY RESTRAINED HSC & FRHSC COLUMNS
WANG Guan, MAO Xiao-yong, YANG Cai-qian, JIN Jian, ZHOU Li-ren, SHI Ben-long
2016, 33(11): 174-182. DOI: 10.6052/j.issn.1000-4750.2015.04.0273
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A FINITE ELEMENT MODEL FOR POST-FIRE SEISMIC PERFORMANCE OF STEEL REINFORCED CONCRETE COLUMNS
WANG Guang-yong, LIU Qing, ZHANG Dong-ming, ZHANG Chao
2016, 33(11): 183-192. DOI: 10.6052/j.issn.1000-4750.2015.06.0472
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RESEARCH ON SEISMIC FRAGILITY METHOD OF BRIDGE SYSTEM BASED ON COPULA FUNCTION
SONG Shuai, QIAN Yong-jiu, WU Gang
2016, 33(11): 193-200,207. DOI: 10.6052/j.issn.1000-4750.2015.07.0620
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A COMPARISON STUDY OF ROCK STRENGTH CRITERIA CONSIDERING TENSILE STRENGTH
ZHANG Lei, LIU Bao-guo
2016, 33(11): 201-207. DOI: 10.6052/j.issn.1000-4750.2015.08.0642
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ANALYSIS OF FIRE BEHAVIOR OF TWO-WAY CONCRETE SLABS BASED ON DIFFERENT CONSTITUTIVE MODELS
WANG Yong, WANG Teng-yan, YUAN Guang-lin, AN Xiao-li, DONG Yu-li
2016, 33(11): 208-219. DOI: 10.6052/j.issn.1000-4750.2015.08.0690
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EXPERIMENT AND CALCULATION ON TORSION BEARING CAPACITY OF CONCRETE COMPOSITE BOX SECTION WITH CORRUGATED STEEL WEBS AND STEEL TRUSS WEBS
DONG Ju-can, WU Qing-xiong, CHEN Kang-ming, XIE Run, BRUNO Briseghella
2016, 33(11): 220-230. DOI: 10.6052/j.issn.1000-4750.2015.10.0847
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DYANMIC MODELING AND TENSION OPTIMAL DISTRIBUTION OF CABLE-DRIVEN PARALLEL ROBOTS CONSIDERING CABLE MASS AND INERTIA FORCE EFFECTS
SU Yu, QIU Yuan-ying, WEI Hui-ling
2016, 33(11): 231-239,248. DOI: 10.6052/j.issn.1000-4750.2015.03.0230
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COMPARISON AMONGST DIFFERENT SHEAR-STRESS TRANSPORT MODELS IN SIMULATING THE FLOW FIELD OVER A SLENDER BODY
LIU Yue, GUAN Xiao-rong, XU Cheng
2016, 33(11): 240-248. DOI: 10.6052/j.issn.1000-4750.2015.03.0247
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AEROELASTIC WIND TUNNEL TEST MODEL DESIGN AND EXPERIMENT ON VERY FLEXIBLE HIGH-ASPECT-RATIO WINGS
XIE Chang-chuan, HU Rui, WANG Fei, LIU Yi, CHANG Nan
2016, 33(11): 249-256. DOI: 10.6052/j.issn.1000-4750.2015.04.0254
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