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《Journal of Sichuan University(Engineering Science Edition)》 2010-05
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The Calculation Method of Shear Bearing Capacity for Frame-sparse Gridiron Composite Wall

GUO Meng,YAO Qian-feng(School of Civil Eng.,Beijing Jiaotong Univ.,Beijing 100044,China)  
In order to enhance the seismic performance of the frame structure and masonry structure with frame at bottom layer,combined shear wall consisting of frame and gridiron composite wall was proposed,and the shear bearing capacity calculation method for the wall was researched.1/2 scale frame-sparse gridiron composite walls were tested under reversed cyclic loading.Damage processes,load-bearing capacity and hysteretic curves characters of the walls were analyzed.Based on the experiments and reinforced concrete masonry walls data,the force features and shear resistance mechanism of the wall were analyzed,the general shear bearing capacity formula and its application under different conditions were put forward.Comparative analysis between calculation results and test results indicated that the formula was accuracy enough,and can be referred in frame structure or masonry structure with frame at bottom layer.
【Fund】: 国家自然科学基金资助项目(50878021);; 北京交通大学优秀博士生科技创新基金资助项目(141071522)
【CateGory Index】: TU398.2
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