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（上海建筑設(shè)計(jì)研究院有限公司, 上海 200041）

[摘要]連梁剛度對(duì)框支剪力墻結(jié)構(gòu)地震響應(yīng)有顯著影響，本文基于典型框支剪力墻結(jié)構(gòu)算例，通過(guò)兩種不同分析程序的對(duì)比分析，研究了結(jié)構(gòu)中不同連梁剛度對(duì)結(jié)構(gòu)地震響應(yīng)的影響，并討論了兩種分析程序的差異，得出了一些有意義的結(jié)論,供設(shè)計(jì)時(shí)參考。

[關(guān)鍵詞]框支剪力墻結(jié)構(gòu)； 連梁剛度折減； 彈性地震反應(yīng)

中圖分類(lèi)號(hào)： TU375.1 文獻(xiàn)標(biāo)識(shí)碼： A文章編號(hào)：  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

作者簡(jiǎn)介： 郝安民，博士，工程師，Email：tjham02@163.com。