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EARTHQUAKE ENGINEERING: FROM EARTHQUAKE RESISTANCE, ENERGY DISSIPATION, AND ISOLATION, TO RESILIENCE
ZHOU Ying, WU Hao, GU An-qi
2019, 36(6): 1-12. DOI: 10.6052/j.issn.1000-4750.2018.07.ST09
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TIME DOMAIN CALCULATION METHOD BASED ON HYSTERETIC DAMPING MODEL
SUN Pan-xu, YANG Hong, ZHAO Wen-tong, WANG Zhi-jun
2019, 36(6): 13-20. DOI: 10.6052/j.issn.1000-4750.2018.05.0299
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ENERGY-CONSERVING TIME INTEGRATION METHOD FOR TIMOSHENKO BEAMS
YANG Hao-wen, WU Bin, PAN Tian-lin, XIE Jin-zhe
2019, 36(6): 21-28. DOI: 10.6052/j.issn.1000-4750.2018.01.0033
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A NOVEL UNSCENTED KALMAN FILTER WITH UNKNOWN INPUT
ZHENG Zhu-peng, QIU Hao, XIA Dan-dan, LEI Ying, LIU De-quan, CHENG Qi-feng
2019, 36(6): 29-35,48. DOI: 10.6052/j.issn.1000-4750.2018.05.0270
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PLASTIC LIMIT STATE ANALYSIS OF BENDING PERFORATED PLATES BASED ON SEGMENTATION METHOD
YE Dong-chen, CHEN Yi-yi
2019, 36(6): 36-48. DOI: 10.6052/j.issn.1000-4750.2018.03.0145
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STUDY ON SEISMIC PROPERTY OF STEEL COUPLING BEAM WITH RESTRAINED WEB
WANG Yu-hang, LIU Yuan-jiu, ZHOU Xu-hong
2019, 36(6): 49-59,69. DOI: 10.6052/j.issn.1000-4750.2018.08.0461
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EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF FULL-SCALE REINFORCED CONCRETE FRAME HOLLOW COLUMNS
YANG Can-tian, XIE Lin-lin, LI Ai-qun, CHEN Yue
2019, 36(6): 60-69. DOI: 10.6052/j.issn.1000-4750.2018.10.0573
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MESO-SCALE SIMULATIONS OF DYNAMIC COMPRESSIVE BEHAVIOR OF CONCRETE AT ELEVATED TEMPERATURE
JIN Liu, HAO Hui-min, ZHANG Ren-bo, DU Xiu-li
2019, 36(6): 70-78,118. DOI: 10.6052/j.issn.1000-4750.2018.01.0041
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CALCULATION MODEL FOR INTER-STORY SHEAR DEFORMATION OF BEAM-COLUMN SUBASSEMBLAGES WITH FRC IN THE EXPECTED DAMAGE LOCATION
WANG Ying-jun, LIANG Xing-wen
2019, 36(6): 79-91. DOI: 10.6052/j.issn.1000-4750.2018.03.0177
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RESEARCH ON THE SHEAR STRENGTH OF PRECAST STEEL REINFORCED CONCRETE BEAMS
YANG Yong, XUE Yi-cong, YU Yun-long
2019, 36(6): 92-100. DOI: 10.6052/j.issn.1000-4750.2018.04.0217
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BAYESIAN FINITE ELEMENT MODEL UPDATING METHOD BASED ON MULTI-CHAIN DIFFERENTIAL EVOLUTION
JIANG Wei, LIU Gang
2019, 36(6): 101-108. DOI: 10.6052/j.issn.1000-4750.2018.04.0229
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MECHANICAL MODEL AND PARAMETER ANALYSIS OF PARTICLE DAMPER WITH CONSIDERING FRICTION EFFECT
WANG Bao-shun, YAN Wei-ming, HE Hao-xiang, XU Wei-bing
2019, 36(6): 109-118. DOI: 10.6052/j.issn.1000-4750.2018.04.0248
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RESTORING FORCE MODEL AND EXPERIMENTAL VERIFICATION OF AN ASSEMBLED SELF-CENTERING ENERGY DISSIPATION BRACE
XU Long-he, SUN Yu-sheng, YAO Shi-qian, LI Zhong-xian
2019, 36(6): 119-127,146. DOI: 10.6052/j.issn.1000-4750.2018.04.0249
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NONLINEAR TIME HISTORY ANALYSIS OF A LARGE-SCALE COMPLEX CONNECTED STRUCTURE BASE ON AN EXPLICIT FRICTION PENDULUM ELEMENT
CAO Sheng-tao, LI Zhi-shan, LIU Bo
2019, 36(6): 128-137. DOI: 10.6052/j.issn.1000-4750.2018.05.0259
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STUDY ON THE MECHANICS PRINCIPLE AND HYSTERETIC BEHAVIOR OF SELF-CENTERING VISCOELASTIC DIAGONAL MEMBERS
LU Xiao, LÜ Quan-lin
2019, 36(6): 138-146. DOI: 10.6052/j.issn.1000-4750.2018.05.0265
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STUDY ON ASEISMIC PERFORMANCE OF A NEW TYPE OF FABRICATED STEEL FRAME WITH INTERNAL DESULFURIZATION GYPSUM BLOCK WALL
YANG Jun-fen, CHENG Jin-peng, ZHAI Wei, ZHANG Wen-zhe
2019, 36(6): 147-156. DOI: 10.6052/j.issn.1000-4750.2018.05.0267
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RESPONSE AND SENSITIVITY ANALYSIS OF CONTINUOUS BEAM MODEL USING ENGINEERED CEMENTITIOUS COMPOSITE (ECC) UNDER SEISMIC LOADING
GU Quan, ZHANG Ning, ZHENG Yue
2019, 36(6): 157-163,182. DOI: 10.6052/j.issn.1000-4750.2018.05.0268
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THE SEISMIC PERFORMANCE OF AN IMPROVED SQUARE STEEL HOLLOW COLUMN TO STEEL BEAM JOINT
MOU Ben, WANG Jun-chang, CUI Yao, PANG Li-yi, Matsuo Shintaro
2019, 36(6): 164-174. DOI: 10.6052/j.issn.1000-4750.2018.05.0275
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A DISCUSSION ON BIG DATA IN STRUCTURAL ENGINEERING: PARADIGM, TECHNOLOGY AND EXAMPLE
CHEN Jun
2019, 36(6): 175-182. DOI: 10.6052/j.issn.1000-4750.2018.05.0279
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EXPERIMENTAL STUDY ON INTERNAL FORCE VARIATION OF STEEL-CONCRETE COMPOSITE BEAM UNDER FIRE
ZHANG Jian-chun, ZHANG Da-shan, DONG Yu-li, WANG Wei-hua
2019, 36(6): 183-192,210. DOI: 10.6052/j.issn.1000-4750.2018.05.0281
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STUDY ON THE DEFORMATION PERFORMANCE OF PRECAST HYBRID STEEL-CONCRETE BEAMS
ZHANG Xi-zhi, LI Qing-zheng, ZHANG Shao-hua, NIU Si-xin, DUAN Dong-chao
2019, 36(6): 193-201. DOI: 10.6052/j.issn.1000-4750.2018.05.0282
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OPTIMUM DESIGN OF A RE-CENTERING DEFORMATION-AMPLIFIED SMA DAMPER
HUANG Zhou, LI Hong-nan, FU Xing
2019, 36(6): 202-210. DOI: 10.6052/j.issn.1000-4750.2018.05.0287
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RESEARCH ON PROPAGATION CHARACTERISTICS AND REINFORCEMENT METHOD OF PENETRATING CRACK AT RIB-TO-DIAPHRAGM WELDED JOINTS IN STEEL BRIDGE DECK
BU Yi-zhi, JIN Tong, LI Jun, ZHANG Qing-hua
2019, 36(6): 211-218. DOI: 10.6052/j.issn.1000-4750.2018.05.0288
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ANALYTICAL SOLUTION FOR ONE-DIMENSIONAL CONSOLIDATION OF SOFT CLAYEY SOIL WITH A CONTINUOUS DRAINAGE BOUNDARY UNDER LINEAR LOADING
FENG Jian-xue, CHEN Zheng, LI Yong-yi, MEI Guo-xiong
2019, 36(6): 219-226. DOI: 10.6052/j.issn.1000-4750.2018.05.0294
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BEHAVIOR OF RC BEAM-SLAB SUBSTRUCTURES TO RESIST PROGRESSIVE COLLAPSE
QIAN Kai, LI Zhi, WENG Yun-hao, DENG Xiao-fang
2019, 36(6): 239-247. DOI: 10.6052/j.issn.1000-4750.2018.05.0297
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PROGRESSIVE COLLAPSE PERFORMANCE OF ISOLATED STRUCTURES SUBJECTED TO MULTI-DIRECTION COUPLED DYNAMIC EXCITATION
DU Yong-feng, SHI Chen
2019, 36(6): 248-256. DOI: 10.6052/j.issn.1000-4750.2018.11.0616
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