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《Earthquake Resistant Engineering and Retrofitting》 2012-03
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Statistical Analysis of Displacement Angles of Reinforced Concrete Shear Walls

Wang Jing,Liu Wen-feng,Lv Jing(1.School of Civil Engineering,Qingdao Technological University,Qingdao 266033,China)  
Based on the collected test results of 68 domestic reinforced concrete shear walls under low frequency and reserved lateral loads,various displacement angles are counted.The relations of various displacement angles to axial-load ratio,the stirrup characteristic value and the length of the edge are regressed.And quantitative to cracking,yield represented the displacement performance objectives should focus on the different influencing factors.The different quantitative criteria for allowable value of drift angle are proposed.
【Fund】: 国家自然科学基金(50878110);; 山东省自然科学基金(Y2008F58)
【CateGory Index】: TU375.4
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