[1] | YANG Xiaohua, ZHANG Qian, WU Senkun, FENG Jian, CAI Jianguo. Seismic Performance Analysis of Beam-Column Connections of Prefabricated Fiber Modified Concrete Frames[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 102-107,147. doi: 10.13204/j.gyjzG20122208 |
[2] | ZHOU Xin, WANG Xinwu, YU Yongqiang, LI Tong. Quasi-Static Test Study on Eccentrically Braced Steel Frames with Replaceable Links After Earthquake[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 122-128. doi: 10.13204/j.gyjzG20101907 |
[3] | YE Chongyang, WANG Xinwu, SHI Qiang, SUN Haisu. Influence of the Connection Structure of Energy Dissipating Beam Section on the Seismic Performance of Eccentrically Braced Steel Frame[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 58-64,205. doi: 10.13204/j.gyjzG21020703 |
[4] | XUE Dongyan, HUANG Yangcheng, WAN Qingyun, ZHANG Yiduo. NONLINEAR ANALYSIS OF THE INFLUENCE OF PERFORATED REBAR ON THE SHEAR CAPACITY OF PERFOBOND RIB SHEAR CONNECTOR[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 65-70. doi: 10.13204/j.gyjz201904290005 |
[6] | Ni Zhen, Zhao Yue, Liu Xuechun, Zhang Ailin. RESEARCH ON BEARING CAPACITY PERFORMANCE OF THE TRUSS GIRDER IN THE MODULAR PREFABRICATED STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 14-18. |
[7] | Wang Dengfeng, Wang Yuanqing, Fang Bin, Shi Yongjiu, Dai Haijin. STABILITY OF AN EXTRA WIDE COLUMN COMPOSED OF DOUBLE LIMBS IN ELECTROSTATIC PRECIPITATOR UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 156-161. doi: 10.13204/j.gyjz201312029 |
[8] | Liao Yanfen, Qi Yaqing, Ma Xiaoqian. NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS IN FIRE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 31-37. doi: 10.13204/j.gyjz201107007 |
[9] | Wu Jie, Jiang Jianfeng, Dai Yaping, Zhao Hongkang. RESEARCH ON FORCED PERFORMANCE AND ULTIMATE CAPACITY OF OVERLAPPED TUBULAR K-JOINT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 122-127. doi: 10.13204/j.gyjz200901027 |
[10] | Zhou Nannan, Wang Lai, Wang Guobing, Yang Ning. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC BEHAVIOR OF SEMI-RIGID CONNECTION STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 112-115,85. doi: 10.13204/j.gyjz200903029 |
[11] | Wang Dongyan, Gao Dan, Li Zhenbao. NONLINEAR FINITE ELEMENT ANALYSIS OF UNBONDED POST-TENSIONED PRECAST CONCRETE BAEMS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 42-45. doi: 10.13204/j.gyjz200808012 |
[12] | Shi Jianguang, Ye Zhiming. SEISMIC RESPONSE AND STORY-DRIFT OF REINFORCED CONCRETE FRAME WITH ECCENTRIC STEEL BRACE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 106-109. doi: 10.13204/j.gyjz200801027 |
[13] | Si Bingjun, Sun Zhiguo, Ai Qinghua. APPLICATION OF SOLID65 ELEMENT IN THE FINITE ELEMENT ANALYSIS OF CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 87-92,81. doi: 10.13204/j.gyjz200701022 |
[14] | Liu Yang, Zhang Qilin. EXPERIMENT AND FEM ANALYSIS ON THE SHEAR BEHAVIORS OF PROFILED METAL SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 88-92. doi: 10.13204/j.gyjz200710024 |
[15] | Guo Bingshan, Zhuang Xiaoyong. DISCUSSION ON LENGTH OF LINK BEAM OF K SHAPE ECCENTRICALLY BRACED STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 81-85,65. doi: 10.13204/j.gyjz200703020 |
[16] | Xie Xiao-dong, Yang Na, Yang Qing-shan. PARAMETER ANALYSIS OF STEEL REDUCED WEB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 79-82,94. doi: 10.13204/j.gyjz200605021 |
[17] | Lei Jinbo, Sun Yeqing, Zou Qun, Liu Fangquan. NUMERICAL SIMULATION OF DISPLACEMENT FIELD FOR RIGID PILES WITH CAP COMPOSITE FOUNDATION UNDER THE EMBANKMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 64-66,99. doi: 10.13204/j.gyjz200511019 |
[18] | Huang Wei, Yao Qianfeng, Ding Yonggang, Tian Jie. FINITE ELEMENT MODEL ANALYSIS OF A NEW COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 43-46. doi: 10.13204/j.gyjz200511013 |
[19] | Mei Libiao, Zhou Yun, Yin Yi. NONLINEAR 3D-FEM ANALYSIS OF SINGLE BEAM JOINTS OF CONCRETE FILLED STEEL TUBE COLUMN WITH STEEL BRACKETS THROUGH TUBULAR CORE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 81-83. doi: 10.13204/j.gyjz200409024 |