标题:Seismic response analysis of different plane structure in horizontal direction
作者:Li, Xueling ;Yin, Xiangchao ;Zhang, Haibin
通讯作者:Li, X.
作者机构:[Li, Xueling ;Yin, Xiangchao ;Zhang, Haibin ] School of Mechanics and Civil Engineering, China University of Mining and Technology, Jiangsu, Xuzhou 22 更多
会议名称:2011 International Conference on Civil Engineering and Transportation, ICCET 2011
会议日期:October 14, 2011 - October 16, 2011
来源:Applied Mechanics and Materials
出版年:2011
卷:90-93
页码:2487-2491
DOI:10.4028/www.scientific.net/AMM.90-93.2487
摘要:The results of theoretical research and earthquake damage investigation show that seismic response analysis of different plane structure in horizontal direction is different. Dynamic characteristics and seismic response analysis of four kinds of architectural models with different planes were analyzed by using the finite element analysis software. The inherent characteristics and earthquake time-history curves in different intensity level X, Y direction of displacement, velocity, acceleration and angle displace were studied. The results show that the seismic response of the four kinds of structures separates gradually, and the separation gap increases with increase of earthquake intensity. The building structure is safer in the long side direction than that in the short side in lateral earthquake response. The irregular structure can cause strong response in both horizontal in a single direction of earthquake effect. The second floor is a weak layer of the building structure which should be paid more attention to. © (2011) Trans Tech Publications.
收录类别:EI
资源类型:会议论文
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