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《Earthquake Engineering and Engineering Vibration》 2005-03
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Analysis of the dynamic properties of semi-rigid concrete filled steel stub frame-shear wall

Sun Xiuli~1, Liang Shuting~1,Wang Qunyi~2,Jiang Yongsheng~1,Li Yuying~1(1.Key Lab of RC & PC Structures of Ministry of Education, Southeast University, Nanjing 210096, China;2.Jiangsu Province Construction Bureau, Nanjing 210005,China)  
Assuming that concrete filled steel stub frame-shear wall is a continuous elastic structure with infinite degree of freedom, free vibration equation is built. Furthermore, the effects of semi-rigid connection on natural periods or frequencies are studied. The formula for calculating the coefficient of natural periods is deduced. ANSYS is employed to determine the modal analysis. The results obtained from finite element analysis are consistent well with those obtained from formula. The results show that semi-rigid connections tend to increase the natural period. However, the effect on higher modes is negligible. The seismic design suggestions of the semi-rigid concrete filled steel stub frame-shear wall are proposed.
【Fund】: 江苏省“六大人才高峰”项目(7605009063)
【CateGory Index】: TU398.2
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