On the design of stiffeners in steel plate shear walls

被引：59

作者：

Alinia, M. M. ^{[1
]}

Shirazi, R. Sarraf ^{[1
]}

机构：

[1] Amir Kabir Univ Technol, Dept Civil Engn, Tehran 158754413, Iran

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2009年 / 65卷 / 10-11期

关键词：

Shear wall; Stiffener; Optimization; Design; Postbuckling; PANELS; BEHAVIOR;

D O I：

10.1016/j.jcsr.2009.06.009

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper describes a numerical investigation to provide a practical design method for stiffening thin steel plate shear walls. The procedure considers one-sided transverse and longitudinal flat stiffeners located in various arrangements on shear plates which effectively divides the plate into subparels and expands tension fields across the infill walls. The results obtained from several nonlinear static analyses are employed to draw applicable empirical relationships for evaluating optimal dimensions of stiffeners The. procedure also ascertains the effects of optimised stiffeners on the postbuckling behaviour and ultimate load bearing capacity of stiffened shear walls. (c) 2009 Elsevier Ltd. All rights reserved.

引用

页码：2069 / 2077

页数：9

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