砖石建筑
结构工程
帧(网络)
刚度
消散
工程类
无筋砌体房屋
堆栈(抽象数据类型)
岩土工程
计算机科学
机械工程
物理
热力学
程序设计语言
作者
Kun Lin,Yuri Z. Totoev,Hong Jun Liu
出处
期刊:Advanced Materials Research
日期:2010-12-01
卷期号:163-167: 3899-3903
被引量:9
标识
DOI:10.4028/www.scientific.net/amr.163-167.3899
摘要
A new masonry system has been developed to improve the seismic behaviour of RC frame with masonry panels. In this system dry-stack masonry panels are built with masonry units capable of sliding in-plane of a panel. These masonry panels have reduced in-plane stiffness but increased frictional energy dissipation capacity compared with the traditional masonry panels. Under seismic or wind loads these panels do not detrimentally interfere with natural RC frame response but rather positively contribute to it mainly by increasing dumping. A cyclic test has been performed to evaluate the behaviour of this masonry system. Test results demonstrate that the new system can improve the seismic behaviour of RC frame structures with masonry panels.
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