框支分区剪力墙高层商住楼抗震性能研究及设计建议

Seismic Behaviour and Design Suggestions on Frame Supported Shear Wall Structures in High-Rise-Buildings

本文提出一种新的框支剪力墙结构形式———框支分区剪力墙结构 ,并以一栋典型商住楼模型的振动台试验结果为基础 ,分析了原型结构的受力及抗震性能 ,提出了一些设计建议 ,可供工程设计参考。

A new type of frame supported shear wall structural form--frame supported sub-shearwall structure is given in this paper.Based on the shaking table test of a typical shop-residency tall building,the seismic behaviour of the structure is evaluated,and some suggestions are given for engineering design for this type of the structure.