偏心支撑对轻钢结构住宅抗震性能的影响
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摘要
偏心支撑钢框架是一种新型的偏心支撑结构,具有良好的刚度、延性及耗能能力。采用非线性有限元分析软件Sap2000建立了一个6层的轻钢结构框架模型,对框架结构分别布置中心支撑、偏心支撑,分别计算了3种结构模型在水平地震作用下的抗震性能,通过对比3种结构模型在荷载作用下的自振周期、加速度及其地震响应,分析了偏心支撑对轻钢住宅抗震性能的影响。
Eccentric braced steel frame is a new type of eccentric supporting structure with good stiffness,ductility and energy dissipation capacity.By using nonlinear finite element analysis software Sap2000,this paper establishes a 6-storey model of lightweight steel frame,arranges center support and eccentric support in the framework structure respectively and calculates seismic performance of three structures model under horizontal earthquake.By comparing the lateral stiffness,natural period and its seismic response of the three structural models under load,it analyses the influence of eccentric brace on seismic performance of lightweight steel structure residence.
引文
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