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《Sichuan Building Science》 2013-02
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Performance analysis of building structure additional redundant oblique rod

ZHANG Shaowu,FENG Ying,WANG Haoyan,SUN Changzheng(School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China)  
In order to improve the ability of anti-collapse of the structure under mega earthquake,this paper describes that add redundant oblique rod to the building structure increasing the degree of redundancy of structural force and seismic reserve capacity,improve the seismic capacity of the second line of defense,thus improving the ability of anti-collapse of structural system under mega earthquake.Building structure has added redundant oblique rod,in order to get elastic-plastic response of rare earthquake that creat a single-particle structure system to add redundant oblique rod,then do nonlinear time history analysis under the rare earthquake.Research redundant oblique rod play a role of different conditions and oblique rod stiffness range.Analysis results show that:for the basic cycle T=0.6 s and T= 0.8 s of the building structure add redundant oblique rod,the earlier play a role of oblique rod,the greater stiffness of oblique rod is,the bettter effect of limiting the maximum relative displacement is.
【CateGory Index】: TU352.11;TU313
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