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《Sichuan Building Science》 2013-01
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Finite element analysis on seismic behavior of concrete-filled rectangular steel tubular columns

YIN Yanxia,ZHANG Fujun,MA Yunliang(Shandong University of Science and Technology,Qingdao 266510,China)  
In this paper,utilized the finite element software-ANSYS8.0 to imitate the situation of concrete-filled rectangular steel tube frame columns under low cycle reverse load,to summarize the impact of depth-to width ratio of section on seismic behavior of concrete-filled rectangular steel tube.Its calculation result and the test result are identical well.So ANSYS have certain precision of calculation,it can simulate the reality of structure under load comparatively accurate,has offered the effective analytical method for design of the structure.
【Fund】: 山东科技大学“春蕾计划”项目
【CateGory Index】: TU398.9;TU352.11
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