砌体填充框架结构的实时子结构试验方法及仿真分析

英文篇名：Real-Time Substructure Test Method and Numerical Analysis of Masonry-Infilled Frame Structures
中文刊名：震灾防御技术
英文刊名：Technology for Earthquake Disaster Prevention
作者：许国山 ; Shing P.Benson ; 吴斌
英文作者：Xu Guoshan1) ; Shing P.Benson2) and Wu Bin1) 1) School of Civil Engineering ; Harbin Institute of Technology ; Harbin 150090 ; China 2) Department of Structural Engineering ; University of California at San Diego ; CA 92093-0085 ; USA
中文关键词：结构试验技术 ; 实时子结构试验 ; 砌体填充框架结构 ; 对角斜撑
英文关键词：Experimental technique ; Real-time substructure testing ; Masonry-infilled frame structure ; Diagonal strut
出版日期：2010-06-15
机构：哈尔滨工业大学土木工程学院;Department of Structural Engineering,University of California at San Diego,CA 92093-0085,USA;
年：2010
期：02
出版单位：震灾防御技术

摘要

由于砌体填充框架结构的砌体与框架之间的相互作用,使得其整体动力性能非常复杂。如何通过实时试验准确揭示其抗震性能是非常值得研究的内容。本文介绍了砌体填充框架结构的实时子结构试验方法,并进行了数值模拟。数值模拟的结果表明,本文的方法具有很好的稳定性和精度。
Due to the interaction of the masonry and infilled materials,the dynamics of a masonry-infilled frame structure is very complicated.How to accurately disclose the dynamics of a masonry-infilled frame structure is a highly desirable research work.For this purpose,this paper investigates real-time substructure testing method for masonry-infilled frame structure and verifies the method with numerical simulations.The numerical results show that this method may exhibit excellent performance in terms of stability and accuracy.

引文

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