Design and Performance Parameters of Shear Walls: A Review

IF 0.5 Q4 ENGINEERING, CIVIL Architecture Civil Engineering Environment Pub Date : 2021-12-01 DOI:10.21307/acee-2021-032
Abdulkadir Cüneyt Aydın, Barış Bayrak
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引用次数: 2

Abstract

Abstract Reinforced concrete (RC) walls are used in buildings to provide lateral stiffness and strength against lateral forces like earthquake, wind etc. Shear walls are one of the most important lateral load-resisting systems in high-rise buildings. This paper provides an overview of not only reinforced concrete (RC), but also composite shear walls. The paper focuses on four inter-related review areas, namely i) conventional shear walls with rectangular cross section, ii) coupled shear walls, iii) composite shear walls, and iv) shear walls with opening(s). Behavior of shear walls which are the most damaged structural elements during earthquake and the parameters affecting this behavior are evaluated in this paper. However, this paper presents the available information about the design and performance parameters of shear walls.
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剪力墙设计与性能参数综述
钢筋混凝土(RC)墙在建筑物中用于提供侧向刚度和抗侧向力,如地震,风等。剪力墙是高层建筑中最重要的横向抗荷载体系之一。本文不仅概述了钢筋混凝土(RC),而且还介绍了组合剪力墙。本文重点综述了四个相互关联的领域,即i)矩形截面传统剪力墙,ii)耦合剪力墙,iii)复合剪力墙,iv)开口剪力墙。本文对地震中受破坏最严重的结构单元剪力墙的抗震性能及影响剪力墙抗震性能的参数进行了分析。然而,本文介绍了剪力墙的设计和性能参数的现有信息。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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