Research on the Physical Inter-story Drift Ratio and the Damage Evaluation of RC Shear Wall Structures

被引:0
|
作者
Feng Wang
Qing-Xuan Shi
Peng Wang
机构
[1] Xi’an University of Architecture & Technology,State Key Laboratory of Green Building in Western China
[2] Xi’an University of Architecture & Technology,College of Civil Engineering
[3] Ministry of Education (XAUAT),Key Lab of Structural Engineering and Earthquake Resistance
来源
关键词
RC wall; Inter-story drift ratio; Physical inter-story drift ratio; Calculation method; Damage evaluation; Perform-3D;
D O I
暂无
中图分类号
学科分类号
摘要
Based on the analysis of the lateral displacement mode and the deformation composition of shear wall structures, the inter-story displacement is divided into physical inter-story displacement and non-physical inter-story displacement. Then, the calculation method of the physical inter-story displacement of a shear wall in the elastic stage and simplified calculation methods in the elastic-plastic stage are given. On this basis, the proportion of the shear and bending deformations of the shear wall structure are analysed using Perform-3D finite element (FE) software. The variation law of the section rotation angle, the inter-story drift ratio, and the physical inter-story drift ratio along the height of the coupled shear wall and wall limb shear wall structure are analysed. Subsequently, a new dual control damage index of the deformation and energy is proposed, and the damage of the structure is evaluated. The results show that the inter-story drift ratio of the shear wall structure should be controlled by the physical inter-story drift ratio, and the shear displacement should not be ignored in the calculation of the inter-story displacement. The proposed dual control damage index of the deformation and energy can better reflect the damage of the structure.
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页码:2121 / 2133
页数:12
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