标题:Interlayer Seismic Isolation Analysis on Two-Storey R.C. Frame-Masonry Building
作者:Xu, Gao ;Liu, Hua
作者机构:[Xu, Gao ;Liu, Hua ] College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao; 266590, China
会议名称:2019 International Conference on Intelligent Transportation, Big Data and Smart City, ICITBS 2019
会议日期:January 12, 2019 - January 13, 2019
来源:Proceedings - 2019 International Conference on Intelligent Transportation, Big Data and Smart City, ICITBS 2019
出版年:2019
页码:108-112
DOI:10.1109/ICITBS.2019.00033
摘要:Bottom frame - masonry building earthquake damage shows poor earthquake resistance. Based on this, the interlayer seismic isolation is adopted at the transition layer, and the theoretical formula of optimal isolation parameter is analysed. The parameters (stiffness and damping) of isolation layer are analysed considering damping of bottom structure and nonlinearity of damper of isolation layer as well as its its correlation with mass ratio. The impact of isolation layer parameters on horizontal vibration displacement of bottom structure is compared to obtain the range of optimal isolation layer parameter. According to the optimized analysis of seismic isolation parameters and combining a certain bottom frame-masonry structure, finite element software ABAQUS is used to establish two finite element models before and after seismic isolation respectively, for structural modal analysis and time-history analysis under seismic effect. The displacement and shear responses of structures before and after seismic isolation are analysed, and comparison shows that its damping effect is remarkable.
© 2019 IEEE.
收录类别:EI
资源类型:会议论文
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