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《Sichuan Building Science》 2007-01
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The energy dissipation mechanism analysis of compound structure for new residence

ZHAO Gengqi1,2,LI Ming1,WANG Xinling1(1.College of Civil Engineering,Zhengzhou University,Zhengzhou450002,China;2.Xi'an University of Architecture and Technology,Xi'an 710055,China)  
Three kinds of energy dissipation mechanisms: the brace-beam hinges mechanism,the brace-column hinges mechanism and the mixed-mechanism which be subjected to horizontal earthquake action would be analyzed.Based on calculating,analysis and selecting,the semi-analytic solutions of energy dissipation mechanisms are derived by means of plastic analysis.At last,the reasonable energy dissipation mechanisms are selected.The best one is the brace-beam hinges mechanism,then mixed-mechanism,and avoid the brace-column hinges mechanism.
【Fund】: 河南省自然基金资助项目(0411050900)
【CateGory Index】: TU352.11
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