Shear in Reinforced and Unreinforced Masonry: Response, Design and Construction

被引：14

作者：

Dhanasekar, M. ^{[1
]}

机构：

[1] Queensland Univ Technol, Fac Built Environm & Engn, Brisbane, Qld 4001, Australia

来源：

PROCEEDINGS OF THE TWELFTH EAST ASIA-PACIFIC CONFERENCE ON STRUCTURAL ENGINEERING AND CONSTRUCTION (EASEC12) | 2011年 / 14卷

关键词：

masonry; unreinforced; reinforced; shear; in-plane; out-of-plane; vulnerability;

D O I：

10.1016/j.proeng.2011.07.260

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper describes the vulnerability of masonry under shear; first the mechanisms of in-plane and out-of-plane shear performance of masonry are reviewed; both the unreinforced and lightly reinforced masonry wall systems are considered. Factors affecting the response of unreinforced and reinforced masonry to shear are described and the effect of the variability of those factors to the failure mode of masonry shear walls is also discussed. Some critique is provided on the existing design provisions in various masonry standards. (C) 2011 Published by Elsevier Ltd.

引用

页数：8

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