（上海建筑设计研究院有限公司, 上海 200041）

[摘要]连梁刚度对框支剪力墙结构地震响应有显著影响，本文基于典型框支剪力墙结构算例，通过两种不同分析程序的对比分析，研究了结构中不同连梁刚度对结构地震响应的影响，并讨论了两种分析程序的差异，得出了一些有意义的结论,供设计时参考。

[关键词]框支剪力墙结构； 连梁刚度折减； 弹性地震反应

中图分类号： TU375.1 文献标识码： A文章编号：  1002-848X(2016)S2-0282-04

Effects of spandrel beam stiffness on the seismic performance of 

frame-supported shear wall structures

Hao Anmin

（Shanghai Institute of Architectural Design & Research Co.， Ltd., Shanghai 200041, China）

Abstract: Spandrel beam stiffness has significant effect on the seismic response of frame-supported shear wall structures. Based on the typical frame shear wall structure, the effects of spandrel beam stiffness on the seismic performance of structures have been studied through the two different analysis procedures, and discussing the differences between the different analysis procedures. Some useful conclusions are obtained for the design of frame-supported shear wall structures.

Keywords: frame-supported shear wall structure; spandrel beam stiffness; elastic seismic response

作者简介： 郝安民，博士，工程师，Email：tjham02@163.com。