非对称阶梯状复杂高层大开间剪力墙结构体系抗震性能的结构设计分析

Dynamic Analysis and Design for Asymmetric Step High Building with Large Open Span Shear─Wall Structure System

以实际工程为例，针对建筑物主体结构呈非对称阶梯复杂高层大开间剪力墙结构体系的抗震性能进行了结构设计分析研究。并根据工程特点及结构计算分析结果，提出了结构分析和设计中应注意的一些问题。

This paper presents an example of a practical engineering problem. Under the consideration for arrangement of asymmetric step high building with large open span shear wall structure system, the analysis and design of the structure dynamic behavior have been made. Based on the features of the high building and the structural computational result,some problems of the structural analysis and design should be noticed.