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框—剪体系在地震荷载作用下剪力墙的优化
On optimization of shearing wall for frame-shear wall system in earthquake loading
【摘要】 针对框架—剪力墙结构设计中如何确定剪力墙刚度这一关键问题,通过对剪力墙的厚度进行优化分析,以层间位移、水平位移等为状态参量,地震力为目标函数,最终得出剪力墙厚度减小有利于地震力减小的结论。
【Abstract】 Aiming at the way of how to identify the rigidness of the shearing walls in the design for frame-shearing wall system,the paper has the optimization analysis of the thickness of the shearing wall,taking the story shift and horizontal shift as the state parameters,and earthquake stress as purpose parameter,and concludes the reduction of the thickness of the shearing wall can reduce the earthquake stress.
【关键词】 框架—剪力墙;
厚度;
地震;
模型;
参数;
【Key words】 frame-shearing wall; thickness; earthquake; model; parameter;
【Key words】 frame-shearing wall; thickness; earthquake; model; parameter;
- 【文献出处】 山西建筑 ,Shanxi Architecture , 编辑部邮箱 ,2010年08期
- 【分类号】TU398.2
- 【下载频次】36