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原文传递 Seismic Response of Reinforced-Concrete Masonry Shear-Wall Components and Systems: State of the Art
题名: Seismic Response of Reinforced-Concrete Masonry Shear-Wall Components and Systems: State of the Art
其他题名: Ghanem,G.,Salama,A.,Elmagd,S.,and Hamid,A.(1993)."Effect of axial compression on the behavior of partially reinforced masonry shear walls."Proc.,6th North American Masonry Conf.,The Masonry Society,Longmont,CO.
正文语种: 英文
作者: Wael El-Dakhakhni
关键词: Confined masonry;Coupled walls;Concrete block;Lateral response;Masonry structures;Partially grouted;Reinforced masonry;Shear walls;Seismic;Squat walls;Slender walls;Scaling;System-level;Wall with opening;Concrete and masonry structures
摘要: This paper presents a concise state-of-the-art survey on the research work pertaining to the seismic response of reinforced masonry shear walls (RMSW) with a focus on the published research work as of the 1980s on mainly RMSW built using concrete blocks. The paper is organized into two main focus areas: RMSW components (i.e., individual walls) and RMSW systems (i.e., complete buildings). To facilitate readability, the components literature survey is further categorized into five sections. These sections highlight the experimental and, to some extent, the numerical and analytical studies related to the seismic response of RMSW that are either: (1) fully grouted and squat; (2) fully grouted and slender; (3) fully grouted and end-confined; (4) fully/partially grouted and coupled or with openings; and (5) partially grouted. Each of these sections is presented from three perspectives that cover the historical overview, the current state of the art, and future research needs. Similar to the RMSW components focus area, the RMSW systems literature survey is also presented from three perspectives that cover the historical overview, the current state of the art, and future research needs. The paper concludes by briefly summarizing future challenges facing reinforced masonry construction under seismic loads and possible solutions through collaborative and individual research efforts.
出版年: 2017
论文唯一标识: P-26Y2017V143N09003
英文栏目名称: ANNIVERSARY PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0001840
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 143
期: 09
页码: 3-27
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