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SENSITIVITY ANALYSIS OF STRUCTURAL TOPOLOGY DESIGN VARIABLES UNDER HARMONIC EXCITATIONS BASED ON GENERALIZED MODAL TRUNCATION AUGMENTATION METHOD
ZHOU Da-wei, CHEN Biao-song, LI Yun-peng, ZHANG Sheng
2018, 35(11): 1-7,16. DOI: 10.6052/j.issn.1000-4750.2017.08.0618
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SIMULATION OF FLUCTUATING WIND VELOCITY CONTINUOUS STOCHASTIC FIELD BY DIMENSION REDUCTION APPROACH
LIU Zhang-jun, YE Yong-you, LIU Zeng-hui
2018, 35(11): 8-16. DOI: 10.6052/j.issn.1000-4750.2017.07.0570
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LOCKING-FREE ISOGEOMETRIC ANALYSIS OF COMPLEX THREE-DIMENSIONAL BEAM STRUCTURES
XIA Yang, LIAO Ke
2018, 35(11): 17-25. DOI: 10.6052/j.issn.1000-4750.2017.08.0602
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AN EXPLICIT TIME-DOMAIN INTEGRATION SCHEME FOR SOLVING EQUATIONS OF MOTION IN STRUCTURAL DYNAMICS BASED ON A TRUNCATED TAYLOR EXPANSION OF ACCELERATION
WEN Ying, TAO Rui
2018, 35(11): 26-34. DOI: 10.6052/j.issn.1000-4750.2017.08.0661
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STUDY ON BENDING STATE NONLINEARITY OF SHIELD-TUNNEL RING JOINTS
ZHANG Jing, HE Chuan, GENG Ping, CHEN Ping-liang, LU Zhi-kai
2018, 35(11): 35-44. DOI: 10.6052/j.issn.1000-4750.2017.08.0624
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BLOCKAGE-EFFECTS AND AMPLITUDE CONVERSION OF VORTEXINDUCED VIBRATION FOR FLAT-BOX GIRDER
LI Yong-le, CHEN Xing-yu, WANG Bin, ZHU Le-dong
2018, 35(11): 45-52,78. DOI: 10.6052/j.issn.1000-4750.2017.07.0576
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RESEARCH ON ASEISMIC PERFORMANCE OF PRC COUPLING BEAM-HYBRID COUPLED SHEAR WALL SYSTEM
TIAN Jian-bo, SHI Qing-xuan, LIU Yun-he, LI Shen, MA Hui
2018, 35(11): 53-67. DOI: 10.6052/j.issn.1000-4750.2017.07.0575
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FINITE ELEMENT ANALYSIS ON ASEISMIC BEHAVIOR OF HIGH-STRENGTH STEEL BEAM-TO-COLUMN CONNECTIONS IN STEEL FRAMES BASED ON MICROMECHANICS OF FRACTURE
WANG Lei, BAN Hui-yong, SHI Yong-jiu, WANG Yuan-qing
2018, 35(11): 68-78. DOI: 10.6052/j.issn.1000-4750.2017.08.0608
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APPLICATION OF GRAPHICS PROCESSING UNIT BASED ALGORITHM IN NONLINEAR RESPONSE ANALYSIS TO COMPLEX HIGH-RISE BUILDING STRUCTURES
LI Hong-yu, TENG Jun, LI Zuo-hua, ZHANG Lu
2018, 35(11): 79-85,91. DOI: 10.6052/j.issn.1000-4750.2017.08.0656
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NEW METHOD FOR CALCULATION OF TIME-DEPENDENT RELIABILITY OF RC BRIDGES
YE Xin-yi, WANG Cao, LI Quan-wang
2018, 35(11): 86-91. DOI: 10.6052/j.issn.1000-4750.2017.09.0667
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EXPERIMENTAL STUDY ON FLEXURAL BEHAVIORS OF STEEL-UHPC COMPOSITE GIRDER AND STEEL-CONVENTIONAL CONCRETE COMPOSITE GIRDER
LIU Jun-ping, XU Shuai, CHEN Bao-chun
2018, 35(11): 92-98,145. DOI: 10.6052/j.issn.1000-4750.2017.06.0454
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ECONOMIC DECISION MODEL FOR BLAST RESISTANT PROTECTION MEASURES OF STRUCTURES
LIU Chun-lin, FAN Jun-yu, CHEN Zhao-hui
2018, 35(11): 99-105. DOI: 10.6052/j.issn.1000-4750.2017.06.0511
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EXPERIMENTAL STUDY ON ASEISMIC BEHAVIOR OF RC BEAM-COLUMN JOINTS STRENGTHENED WITH PRESTRESSED STEEL STRIPS
YANG Yong, CHEN Zhan, WANG Nian-nian, ZHANG Bo
2018, 35(11): 106-114,154. DOI: 10.6052/j.issn.1000-4750.2017.07.0555
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PROBABILISTIC MODEL FOR SHEAR STRENGTH OF CORRODED REINFORCED CONCRETE BEAMS
YU Bo, CHEN Bing
2018, 35(11): 115-124. DOI: 10.6052/j.issn.1000-4750.2017.06.0479
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ASEISMIC BEHAVIOR OF COMPOSITE SHEAR WALL WITH STIFFENED DOUBLE STEEL PLATES AND INFILLED CONCRETE
ZHANG Wen-yuan, WANG Ke, WANG Qiang, CHEN Yong, ZHOU Yu, DING Yu-kun
2018, 35(11): 125-133. DOI: 10.6052/j.issn.1000-4750.2017.06.0482
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FRAGILITY ANALYSIS AND SAFETY EVALUATION OF REINFORCED CONCRETE FRAME STRUCTURES SUBJECTED TO MAINSHOCK-AFTERSHOCK EARTHQUAKE SEQUENCES
ZHOU Zhou, YU Xiao-hui, LU Da-gang
2018, 35(11): 134-145. DOI: 10.6052/j.issn.1000-4750.2017.07.0588
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STUDY ON ASEISMIC RELIABILITY OF ISOLATED STRUCTURES BASED ON PROBABILITY STATISTICS METHOD
DANG Yu, ZHANG Zhe-xun, LI Yong-tao, XIE Peng-fei
2018, 35(11): 146-154. DOI: 10.6052/j.issn.1000-4750.2017.07.0591
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TEST-BASED PROBABILITSTIC SEISMIC FRAGILITY ANALYSIS OF DIAGRID-CORE TUBE STRUCTURES
WU Di, XIONG Yan
2018, 35(11): 155-161,171. DOI: 10.6052/j.issn.1000-4750.2017.08.0631
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A NON-PROPORTIONAL MODAL DAMPING MODEL AND ITS APPLICATION IN NONLINEAR ANALYSIS OF LARGE-SCALE STRUCTURES
CAO Sheng-tao, LI Zhi-shan, LIU Fu-jun
2018, 35(11): 162-171. DOI: 10.6052/j.issn.1000-4750.2017.08.0640
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RESEARCH ON THE FEATURES OF COMPLETE STRESS-STRAIN CURVES OF TIBETAN-STYLE STONE MASONRY UNDER COMPRESSIVE LOAD
TENG Dong-yu, YANG Na
2018, 35(11): 172-180. DOI: 10.6052/j.issn.1000-4750.2017.08.0647
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EXPERIMENTAL STUDY ON ASEISMIC BEHAVIOR OF REINFORCED CONCRETE COLUMNS WITH GRADE 600 MPa STEEL BARS
LI Yi-zhu, CAO Shuang-yin, XU Peng-jie, NI Xiang-yong
2018, 35(11): 181-189. DOI: 10.6052/j.issn.1000-4750.2017.08.0659
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HOLOGRAPHIC IDENTIFICATION MODEL OF WHEEL & RAIL CONTACT FORCE FOR HIHG-SPEED RAILWAY
SUN Shan-chao, LIU Jin-zhao, WANG Wei-dong, LIU Xiao-ming, WEI Yue-guang
2018, 35(11): 190-196. DOI: 10.6052/j.issn.1000-4750.2017.08.0603
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STUDY ON CHARACTERIZATION TEST METHOD OF NONLINEAR INTERNAL RESONANCE OF FIBER-REINFORCED COMPOSTE THIN PLATE
LI Hui, LIANG Xiao-long, CHANG Yong-le, WEN Bang-chun
2018, 35(11): 197-205,222. DOI: 10.6052/j.issn.1000-4750.2017.08.0652
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STUDY ON FATIGUE PROPERTIES OF TA17 ALLOY SLICE BY MILLIMETER-SIZED SPECIMEN
YIN Tao, CAI Li-xun, CHEN Hui, YAO Di
2018, 35(11): 206-215. DOI: 10.6052/j.issn.1000-4750.2017.08.0607
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A PREDICTION CRITERION FOR THE INTERACTION BETWEEN HYDRAULIC FRACTURES AND NATURAL FRACTURES BASED ON GIVEN PARAMETERS
WANG Tao, LIU Zhan-li, GAO Yue, ZHUANG Zhuo
2018, 35(11): 216-222. DOI: 10.6052/j.issn.1000-4750.2017.08.0662
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STUDY ON DYNAMICAL FLYING CHARACTERISTICS OF SLDIER IN HARD DISK DRIVES BY PERTURBATION METHOND
YANG Ting-yi, BAI Xue
2018, 35(11): 223-231. DOI: 10.6052/j.issn.1000-4750.2017.08.0665
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EXPERIMENTAL STUDY ON THERMAL-STRUCTURAL BEHAVIOR OF THIN-WALLED CARBON/EPOXY COMPOSITE BOOM
LI Yi-po, HU Jian-hui, CHEN Wu-jun, YANG De-qing, FANG Guang-qiang, PENG Fu-jun
2018, 35(11): 232-239. DOI: 10.6052/j.issn.1000-4750.2017.07.0572
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MECHANICAL PROPERTIES ANALYSIS FOR A FLEXIBLE ISOLATION LAYER MATERIAL IN MULTIPLE FUNNELS SYNCHRONOUS ORE DRAWING BASED ON A INDOOR MODEL EXPERIMENT
CHEN Qing-fa, ZHAO Fu-yu, CHEN Qing-lin, WANG Yu-ding
2018, 35(11): 240-248. DOI: 10.6052/j.issn.1000-4750.2017.08.0606
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MANOEUVRABILITY ANALYSIS OF AN ICEBREAKER BASED ON DISCRETE ELEMENT METHO
DI Shao-cheng, WANG Qing, XUE Yan-zhuo, LI Jia-lin
2018, 35(11): 249-256. DOI: 10.6052/j.issn.1000-4750.2017.09.0698
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