摘要
通过三片配筋砌块短肢砌体剪力墙足尺结构试件低周反复荷载试验,研究了配筋砌块短肢砌体剪力墙的破坏性质、受力性能、结构延性及耗能性能等。试验结果表明,配筋砌块短肢砌体剪力墙具有很好的抗震性能和较钢筋混凝土短肢剪力墙更好的耗能能力,可作为替代粘土实心砖砌体结构和建设小高层结构的可选结构形式之一。
The energy dissipating property and ductility,the failure mode of the reinforced block short-leg masonry shear wall structure are researched by the horizontal cyclic loading experiments of three specimens.The results of experiment show: the seismic behavior of the reinforced block short-leg masonry shear wall structure is very good,its ability of dissipating property is better than the reinforced concrete short-leg wall,not only it can be used as a substitute for the clay brick masonry structure,but also it will be one of structural forms that are used for constructing small-high building.
出处
《工业建筑》
CSCD
北大核心
2007年第z1期244-248,365,共6页
Industrial Construction
关键词
短肢砌体剪力墙
结构试验
延性
耗能
short-leg masonry shear wall structure experiment ductility energy dissipating
作者简介
费洪涛 男 1978年5月出生 工程师
