Jul. 2019

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2019 > 49(4): 21-25

[1]	CHEN Tao, JIN Chenhua, ZHANG Ke, DIAO Zhiwei, WU Chang, MENG Shaoping. Calculation of Effective Axial Stiffness of Cracked Reinforced Concrete Tension-Flexure Members Under Temperature Reduction[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 100-104,74. doi: 10.13204/j.gyjzG21120701
[2]	CAO Meigen, ZHANG Ruoyu, ZHU Yunxiang, WANG Yu, KONG Fanfang, PAN Yiwei. Research on Wind Resistant Reinforcement of In-Plane Cables of Transmission Line Tower and Influence of Design Parameters[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 48-56.
[3]	YANG Fengli, SHAO Shuai. Calculation Method of Wind Loads Acting on Transmission Towers Based on Drag Coefficients of Single Members[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 16-21. doi: 10.13204/j.gyjzG21081101
[14]	Huang Liang, Zhang Huaian, Jiang Chao, Li Deng, Xu Zipeng, Lu Yiqiu. BEARING CAPACITY OF REINFORCEMENT CONCRETE MEMBERS UNDER COMBINED TENSION，BENDING AND SHEAR[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 172-177. doi: 10.13204/j.gyjz2001411034
[15]	Wang Haiming, Zhang Yaochun. DIRECT CALCULATION METHOD OF OVERALL BENDING DEFLECTION FOR COLD-FORMED STEEL FLEXURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 130-135. doi: 10.13204/j.gyjz201101029
[16]	Zhang Jianhan, Jiang Tong. A PRACTICAL METHOD FOR ESTIMATING IMPEDANCE FUNCTIONS OF BLOCK FOUNDATION RESTING ON LAYERED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 68-72. doi: 10.13204/j.gyjz200708018

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