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A CALCULATION MODEL OF SAFETY FACTOR OF SHEAR FRACTURED FALLING DANGEROUS ROCK MASS BASED ON NATURAL FREQUENCY
ZHANG Xiao-yong, XIE Mo-wen, ZHANG Lei, DU Yan, GAO Shi-chong, LI Shuang-quan
2024, 41(4): 1-10. DOI: 10.6052/j.issn.1000-4750.2022.04.0343
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MESOSCOPIC DISCRETE MECHANICAL MODEL FOR FINE POLYPROPYLENE FIBER REINFORCED CONCRETE AND FIBER DEGRADATION MECHANISM OF TYPE I FRACTURE
SHEN Lei, WU Jie, DENG Tong-fa, CAO Mao-sen, XU Lei, LI Tian-yu
2024, 41(4): 11-18. DOI: 10.6052/j.issn.1000-4750.2023.06.ST01
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CALCULATION METHOD FOR PURE TORSIONAL CAPACITY OF FRP REINFORCED CONCRETE MEMBERS CONSIDERING SIZE EFFECT
JIN Liu, ZHU Hua-jie, DU Xiu-li
2024, 41(4): 19-28. DOI: 10.6052/j.issn.1000-4750.2022.04.0325
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SHEAR CAPACITY CALCULAITON OF PRESTRESSED CONCRETE BEAM-STEEL REINFORCED CONCRETE COLUMN FRAME JOINTS
PAN Zuan-feng, GE Xiong, ZENG Bin, XU Qing
2024, 41(4): 29-38. DOI: 10.6052/j.issn.1000-4750.2022.04.0355
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RESEARCH ON DEFORMATION CAPABILITY OF DOUBLE-PLATES SHEAR WALL WITH INFILL CONCRETE
CHENG Wei-hong, TIAN Chun-yu, WANG Cui-kun
2024, 41(4): 39-46. DOI: 10.6052/j.issn.1000-4750.2022.04.0364
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A STACKED RESIDUAL LSTM NETWORK FOR NONLINEAR SEISMIC RESPONSE PREDICTION OF BRIDGES
LIAO Yu-chen, ZHANG Rui-yang, LIN Rong, ZONG Zhou-hong, WU Gang
2024, 41(4): 47-58. DOI: 10.6052/j.issn.1000-4750.2022.04.0360
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A PROBABILISTIC ASSESSMENT METHOD FOR POST-EARTHQUAKE FUNCTIONALITY OF CONTAINERIZED EDGE DATA CENTER
ZUO Hao-peng, SHANG Qing-xue, MAO Chen-xi, ZHANG Xue-bin, LI Zhen, SUN Guo-liang, WANG Tao
2024, 41(4): 59-69. DOI: 10.6052/j.issn.1000-4750.2022.04.0327
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TWO-PARAMETER FROST-HEAVING MECHANICAL MODEL FOR TRAPEZOIDAL CANAL ON PASTERNAK FOUNDATION CONSIDERING DOUBLE SHEAR EFFECT UNDER OPEN SYSTEM CONDITION
XIAO Min, WANG Zheng-zhong, WU Lang, YANG Xiao-song, CUI Hao, GE Jian-rui
2024, 41(4): 70-80. DOI: 10.6052/j.issn.1000-4750.2022.04.0330
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MECHANICAL PROPERTIES AND CONSTITUTIVE MODEL OF ULTRA-HIGH PERFORMANCE CONCRETE MATERIAL UNDER UNIAXIAL TENSION AND COMPRESSION CYCLES
ZHAO Ji-zhi, XIN Gong-feng, TAO Mu-xuan, CUI Wen-tao
2024, 41(4): 81-93. DOI: 10.6052/j.issn.1000-4750.2022.04.0339
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STUDY ON DEGRADATION MECHANISM OF SHEAR PROPERTIES OF EXPANSIVE SOIL UNDER DRYING-WETTING-FREEZING-THAWING CYCLES
ZHANG Hao, ZHANG Ling-kai
2024, 41(4): 94-105. DOI: 10.6052/j.issn.1000-4750.2022.04.0340
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CASE STUDY ON COLLAPSE RESISTANCE OF A 489-METER SUPERTALL BUILDING
GU Dong-lian, WU Xiao-bin, ZHANG Qing-lin, PENG Zhi-zhen, LIU Yi-feng, TIAN Yuan, LU Xin-zheng
2024, 41(4): 106-115. DOI: 10.6052/j.issn.1000-4750.2022.04.0349
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EXPERIMENTAL STUDY ON PURE TORSION AND BENDING-TORSION PERFORMANCE OF T-SECTION STEEL REINFORCED CONCRETE BEAMS
CHEN Yu-liang, ZHANG Shao-song, CHEN Zong-ping
2024, 41(4): 116-127. DOI: 10.6052/j.issn.1000-4750.2022.04.0350
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ANALYSIS ON MESOSCOPIC MOVEMENT AND ENERGY EVOLUTION OF BALLAST DURING THREE-SLEEPER TAMPING OPERATION
ZHANG Zhi-hai, XIAO Hong, CUI Xu-hao, LIU Guang-peng
2024, 41(4): 128-139. DOI: 10.6052/j.issn.1000-4750.2022.04.0358
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BEHAVIOR OF PROGRESSIVE COLLAPSE OF MULTI-LAYER STEEL FRAME STRUCTURE UNDER DIFFERENT COLUMN REMOVAL CONDITIONS
LI Zhi, YUAN Xiao-lan, XUE Tian-qi, QIAN Kai
2024, 41(4): 140-150. DOI: 10.6052/j.issn.1000-4750.2022.04.0361
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INVERSE ANALYSIS FOR DETERMINING THE TENSILE PROPERTIES OF UHPC BASED ON BENDING RESPONSE OF NOTCHED BEAMS
GUO Yi-qing, WANG Jun-yan
2024, 41(4): 151-160. DOI: 10.6052/j.issn.1000-4750.2022.04.0368
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PREDICTION OF SURFACE SETTLEMENTS INDUCED BY SHIELD TUNNELLING USING PHYSICS-INFORMED NEURAL NETWORKS
ZHANG Zi-long, PAN Qiu-jing, ZHANG Wen-gang, HUANG Fu
2024, 41(4): 161-173. DOI: 10.6052/j.issn.1000-4750.2022.04.0369
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EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF BRICK WALLS REINFORCED BY SPRAYING POLYURETHANE
LIU Yang, LIU Yang, TIAN Ying, HUANG Qun-xian, ZHANG Yi-xin
2024, 41(4): 174-183. DOI: 10.6052/j.issn.1000-4750.2022.04.0370
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END-TO-END STRUCTURAL SEISMIC RESPONSE SIMULATION UNDER ACTION OF SEISMIC DISLOCATION UPON FK-FE HYBRID METHOD
BA Zhen-ning, LU Shi-bin, FU Ji-sai, LIANG Jian-wen, LU Yan
2024, 41(4): 184-198. DOI: 10.6052/j.issn.1000-4750.2022.04.0372
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CALCULATION OF DEFORMATION BEHAVIOR AND DEFLECTION OF REGULAR HEXAGONAL CASTELLATED BEAMS CONSIDERING WEB WELD DAMAGE
JIANG Tian-yong, XU Mu-xin, GENG Sen, WANG Lei
2024, 41(4): 199-209. DOI: 10.6052/j.issn.1000-4750.2022.04.0382
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SEISMIC OPTIMIZATION DESIGN METHOD OF RC FRAME STRUCTURE FOR UNIFORM DAMAGE
WU Shan, HE Hao-xiang, LAN Bing-ji
2024, 41(4): 210-221. DOI: 10.6052/j.issn.1000-4750.2022.05.0388
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STUDY ON SEISMIC FRAGILITY AND RISK OF A NUCLEAR POWER PLANT STRUCTURE BASED ON CHINESE SITE-SPECIFIC SPECTRA
WANG Xiao-lei, YAN Wei-dong, LYU Da-gang
2024, 41(4): 222-236. DOI: 10.6052/j.issn.1000-4750.2022.09.0768
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DIC-AIDED METAL TENSILE TEST TECHNOLOGY USING CHAIN-LIKE SECOND ORDER SUB-REGIONS
LI De-rui, ZHOU Huan-xin, CHENG Bin
2024, 41(4): 237-246. DOI: 10.6052/j.issn.1000-4750.2022.04.0374
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INTERFACIAL DEBONDING PREDICTION AND MODIFICATION OF STRETCHABLE PIEZOELECTRIC THIN FILM/SUBSTRATE STRUCTURE
ZHOU Yu-tang, WANG Bo, ZHANG Bo-han, BI Hao-hao, HUANG Yong-an, WANG Shuo-dao
2024, 41(4): 247-256. DOI: 10.6052/j.issn.1000-4750.2022.04.0379
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