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防屈曲支撑在偏心钢框架中的减震控制研究
Study on Seismic Response Control of Eccentric Steel Frame with Buckling-Restrained Brace
【摘要】 运用有限元分析软件SAP2000对某偏心钢框架和在原框架基础上设置防屈曲支撑的3种方案进行了模态分析和时程分析,比较了它们的周期比、位移比及层间位移等.结果表明:合理地设置防屈曲支撑可以有效的控制偏心结构的扭转效应,并减小结构的侧向水平位移和层间位移;在大震下,能够降低结构的加速度反应,耗散大部分地震能量,保护主体结构.
【Abstract】 In this paper,based on finite element analysis software SAP2000,an eccentric steel frame was compared with three kinds of control plans with buckling-restrained braces in mode analysis and time history analysis,comparing period ratios,displacement ratios and inter-story displacement.The results show that the torsional deformation of the structure can be controlled effectively.Besides,horizontal displacements and story drifts are reduced.Further,the acceleration responses are decreased,and buckling-restrained braces can consume most of the seismic energy under strong earthquakes,so the main structure can not be damaged.
【Key words】 buckling-restrained brace; eccentric steel frame; seismic control;
- 【文献出处】 湘潭大学自然科学学报 ,Natural Science Journal of Xiangtan University , 编辑部邮箱 ,2011年01期
- 【分类号】TU391;TU352.1
- 【被引频次】3
- 【下载频次】152