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砌体填充框架结构的实时子结构试验方法及仿真分析

Real-Time Substructure Test Method and Numerical Analysis of Masonry-Infilled Frame Structures

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【Author】 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

【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；

【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。更多还原

【Abstract】 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.更多还原

【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；
【Key words】 Experimental technique； Real-time substructure testing； Masonry-infilled frame structure； Diagonal strut；

【基金】国家自然科学基金(90715036,50938001);地震行业科研专项经费(20084190731)

【文献出处】震灾防御技术 ,Technology for Earthquake Disaster Prevention , 编辑部邮箱 ,2010年02期

【分类号】TU364
【被引频次】3
【下载频次】121

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