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《Building Structure》 1998-02
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Flexural Behavior of Steel Reinforced Concrete Shear Walls

Wang Zhihao Fang Ehua Qian Jiaru  
In recent years, the experimental study on the flexural behavior of steel reinforced concrete walls with rectangular sections were carried out in Tsinghua University. The results are presented including failure modes, crack loads, ultimate load-carrying capacities and plastic hinge length of the medium height to high SRC walls with axial compression force levels from 0.1 to 0.15. The limitation of relative deflection and the construction details for design of SRC walls are proposed.
【CateGory Index】: TU398.9
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【Co-citations】
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1 HUANG Shen-jiang, FANG Gao-ni, WU Yun-chuan (School of Civil Engineering, Hefei University of Technology, Hefei, 230009, China; School of Civil Engineering, Anhui Institute of Achtechture and Industry, Hefei, 230022, China);DISCUSSION ON STORY DRIFT LIMIT OF HIGH-RISE BUILDINGS[J];Journal of Anhui Institute of Architecture;2003-02
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【Secondary References】
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6 CHANG Wei-hua CAO Wan-lin ZHANG Jian-wei ZHAO Chang-jun WANG Min (1.Department of Civil Engineering,Beijing University of Technology,Beijing 100022,China;2.Key Lab of Urban Security and Disaster Engineering,MOE,Beijing University of Technology,Beijing 100022,China);Experiment Study on Torsional Behavior of RC Composite Core Walls With Concealed Steel Truss Subjected to Combined Action[J];Journal of Beijing University of Technology;2008-07
7 CAO Wan-lin~(1,2) WANG Min~(1,2) ZHANG Jian-wei~1 WANG Li-chang~3 ZHU Xing-gang~4 1.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China; 2.Key Lab of Urban Security and Disaster Engineering,MOE,Beijing 100022,China; 3.Dalian Architectural Design and Research Institute,Dalian 116021,China; 4.Beijing Institute of Architectural Design,Beijing 100045,China;Seismic Experiment and Load-carrying Capacity Calculation of Shear Wall With Concrete Filled Steel Tube Columns[J];Journal of Beijing University of Technology;2008-12
8 CAO Wan-lin~(1,2),ZENG Bin~(1,2),WANG Min~1,ZHANG Jian-wei~1,WANG Shao-he~3 (1.The College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China; 2.Key Lab of Urban Security and Disaster Engineering,MOE,Beijing 100124,China; 3.The Institute of Residential Architecture Design of Guangzhou,Beijing 100022,China);Experiment on Working Performance of Connection Constructional Measure Between Concrete Filled Steel Tube Columns and Shear Wall[J];Journal of Beijing University of Technology;2009-05
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