配筋砌块短肢砌体剪力墙抗震性能的试验研究  

RESEARCH ON THE SEISMIC BEHAVIOR OF THE REINFORCED BLOCK SHORT-LEG MASONRY SHEAR WALL

作　　者：费洪涛[1] 王凤来[2] 吕天启[1] 魏哲[2] 石文涛[3] 

机构地区：[1]北京市建筑工程研究院检测所,北京100039 [2]哈尔滨工业大学土木学院,哈尔滨150090 [3]北京首钢设计院,北京100043

出　　处：《工业建筑》2007年第z1期244-248,365,共6页Industrial Construction

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.

关 键 词：短肢砌体剪力墙 结构试验 延性 耗能 

分 类 号：TU398.2[建筑科学—结构工程]