节点文献
剪力墙的连梁超筋处理及双连梁墙有限元分析
Coupling beam over-reinforced treatment of shear wall and finite element analysis of coupling beam wall
【摘要】 使用有限元分析软件ANSYS对一片两层的带双连梁的剪力墙进行弹塑性有限元分析,针对双连梁剪力墙结构在水平地震力作用下的受力和破坏形态进行了研究,研究表明双连梁可以承受较大的塑性极限转角,可以用来解决工程中常见的剪力墙连梁超筋的问题。
【Abstract】 The paper carries out elastic finite element analysis of two-layer coupling beam shear wall by using finite element analysis software ANSYS,and studies the stress and damage shape of coupling beam shear wall structure under horizontal earthquake.The research results show that: coupling beam can bear large plastic limit angle,which can be used to solving common coupling beam over-reinforced problem of shear wall.
【关键词】 双连梁;
超筋;
有限元分析;
剪力墙结构;
【Key words】 coupling beam; over-reinforced; finite element analysis; shear wall structure;
【Key words】 coupling beam; over-reinforced; finite element analysis; shear wall structure;
- 【文献出处】 山西建筑 ,Shanxi Architecture , 编辑部邮箱 ,2013年01期
- 【分类号】TU398.2
- 【被引频次】1
- 【下载频次】111