[1] | YU Genshe, DENG Zongcai, HUANG Song, WANG Jue. Experimental and Theoretical Study on Stress-Strain Fatigue Properties of High-Strength Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 200-207. doi: 10.13204/j.gyjzG21062304 |
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[4] | WU Lei, YANG Wei, SUN Yuan, KANG Qiang, WAN Zhiming. EXPERIMENTAL RESEARCH ON THE INFLUENCING FACTORS OF THE BOND PERFORMANCE BETWEEN PRINTED CONCRETE AND REBAR[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 32-38,132. doi: 10.13204/j.gyjzG20011603 |
[5] | Xie Jian, Han Xiaodan, Pei Jiaming, Lei Guangcheng. EXPERIMENTAL STUDY OF MECHANICAL PROPERTIES OF REINFORCING STEELS AT CRYOGENIC TEMPERATURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 126-129. doi: 10.13204/j.gyjz201501025 |
[6] | Liu Chengqing, Li Junjun, Sun Xiaodan. THE ASEISMIC REINFORCEMENT OF STRUCTURE FOR PENGSHAN SPORTS CENTER[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 135-138. doi: 10.13204/j.gyjz201406029 |
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[20] | Fang Congqi. EFFECT OF CORROSION ON BOND BETWEEN REINFORCING STEEL AND CONCRETE UNDER CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 15-18,22. doi: 10.13204/j.gyjz200512005 |