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《Building Science》 2017-05
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Energy dissipation effect analysis of shear wall structure with coupling beam damper

Huang Xin;Huang Zhaowei;Zhu Xudong;Hu Xueying;Tianjin architecture design institute;  
Coupling beam damper in shear wall structure can consume seismic energy under earthquake action,and it is easy to be repaired post-earthquake. Coupling beam damper will have a wide application prospect.Therefore,it is need to analysis seismic energy dissipation effects of coupling beam damper located on shear wall structure. In this paper,the shock absorption effect of shear wall structure with coupling beam damper is analyzed with fast nonlinear analysis method. Meantime,the layout location of coupling beam damper is studied. The results indicate that: the earthquake action and drift of shear wall structure can be effective decreased because of coupling beam damper energy dissipation action. The structure energy dissipation effect is obviously under server earthquake action relative to minor earthquake action. It is reasonable to layout coupling beam damper located middle-upper part of shear wall structure,which consider shock absorption effect and economy.
【Fund】: 国家自然科学基金(51508373、51508557);; 天津市自然科学基金重点项目(16JCZDJC38900);; 天津市建设系统科学技术项目(2016-5)
【CateGory Index】: TU352.1;TU398.2
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