带连廊高层剪力墙结构的抗震设计探究

Seismic Design of High-Rise Shear Wall Structure with Corridor

随着人们生活质量的不断提高,带有连廊结构的建筑逐渐被应用于社会生活中,连廊结构起变形协调、连接结构的作用。连廊一般设计得较为狭窄,需要在楼板面开洞,属于结构较为薄弱的部位,为确保建筑的使用寿命以及提升其抗震能力,需要对带有连廊的剪力墙的结构进行全面设计。论文介绍了建筑连廊部位的弹性分析与设计方法,利用动力弹塑性时程分析法进行结构的抗震性能分析,并结合工程案例进行详细说明。

With the continuous improvement of people’s living quality,buildings with corridor structure are gradually applied in social life.Corridor structure plays the role of deformation coordination and connection structure.The connecting corridor is generally designed to be relatively narrow,and it needs to open holes in the floor surface,which belongs to the weak part of the structure.In order to ensure the service life of the building and improve its seismic capacity,it is necessary to carry out a comprehensive design of the shear wall structure with the connecting corridor.This paper introduces the method of elastic analysis and design of the connecting corridor of the building,and uses the dynamic elastoplastic time-history analysis method to analyze the seismic performance of the structure,and combined with the engineering case to explain in detail.