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.
出处
《震灾防御技术》
2010年第2期234-241,共8页
Technology for Earthquake Disaster Prevention
基金
国家自然科学基金(90715036
50938001)
地震行业科研专项经费(20084190731)
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
Experimental technique
Real-time substructure testing
Masonry-infilled frame structure
Diagonal strut
