摘要
应用有限元分析软件ANSYS,分析了某钢筋混凝土联肢剪力墙在水平地震作用下的应力分布情况,研究得出:位于整片墙体底部及中部的洞口边角处表现出了明显的应力集中,控制连梁的跨高比,不仅可以避免连梁本身发生剪切破坏,而且可使其两侧墙肢仍具有较强的抗震能力。
Application of finite element analysis software ANSYS,the paper analyzes the distribution of stress in a reinforced coupled shear wall under horizontal earthquake action.It is concluded that： the hole corner in bottom and middle of the whole piece wall show significant stress concentration,when control the span-depth ratio of coupling beam,not only to avoid shear failure of itself,but also to allow the wall limb which in both sides of coupling beam still have strong seismic capacity.
出处
《山西建筑》
2012年第25期60-62,共3页
Shanxi Architecture
