RC梁SRC柱框架结构抗震破坏机理试验分析  

On experimental analysis of seismicfailure mechanism for SRC column frame structure of RC beam

作　　者：赵静宇[1] 于龙 张玉峰 

机构地区：[1]沈阳军区司令部工程科研设计院 [2]沈阳军区司令部营房 [3]沈阳军区司令部营房处

出　　处：《山西建筑》2009年第28期63-64,共2页Shanxi Architecture

摘　　要：进行了RC梁SRC柱框架结构在低周期反复荷载作用下的试验分析,通过对破坏现象的研究,分析了抗震受力机理特点,得出该结构能充分发挥材料的力学特性,较之普通混凝土框架有着更好的抗震性能,较之钢骨混凝土框架结构又方便施工,适合在工程建设中推广应用。The paper has the experimental analysis of SRC column frame structure of RC beam under low cyclic load, analyzes the characteristies of the seismic stressed mechanism according to the research on failures, concludes the structure can better exert the mechanic properties of the materials, has better seismic performance by comparing with some common concrete frame, and can be easily constructed by comparing with the steel reinforced concrete, so it can be applied in engineering construction.

关 键 词：钢骨混凝土 框架结构 抗震机理 

分 类 号：TU352[建筑科学—结构工程]