Push-over analysis of underground double columns with coupling beam in the isolation system of monolithic translation structure

doi:10.1109/ICETCE.2011.5775802

IR > 土木工程学院

	Push-over analysis of underground double columns with coupling beam in the isolation system of monolithic translation structure
	Zhang, Huaying 1,2; Li, Hui 1; Zhang, Xin 2; Du, Yongfeng1
	2011
会议录名称	2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011 - Proceedings
页码	5288-5292
出版者	IEEE Computer Society
摘要	After monolithic translation of superstructure, the upper structure and new foundation should be connected effectively. Installations of isolators between the topside structure and base are not only make full use of the translation material, but also enhance the security of the building. For the masonry structure of integral translation, double columns with coupling beam of the vertical bearing component are formed. Combined action of horizontal seismic and the vertical load can generate additional bending moment in this component. Finite element model is set up according to the characteristic of double columns and coupling beam based on the Buyukozuturk elasto-plastic constitutive model in MSC.Marc. A method that can balance the additional moment is proposed. Before and after this moment is applied, Stress and strain of FEM at the ultimate state are contrasted, and influence to the Push-over curve of the additional moment is put forward. It is shown that this method could quantitatively analysis the P- effects in the vertical components, and implement simply. © 2011 IEEE.
关键词	Engineering Industrial engineering Translation (languages) Additional bending moments Coupling beam Elastoplastic constitutive model isolation Isolation systems Masonry structures Push-over analysis Vertical component
DOI	10.1109/ICETCE.2011.5775802
收录类别	EI
语种	中文
EI入藏号	20112614104444
EI主题词	Stress-strain curves
来源库	Compendex
分类代码	903.1 Information Sources and Analysis - 912.1 Industrial Engineering
引用统计	无
文献类型	会议论文
条目标识符	https://ir.lut.edu.cn/handle/2XXMBERH/116724
专题	土木工程学院
作者单位	1.Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou, China; 2.School of Civil Engineering Shandong, Jianzhu University, Jinan, China
第一作者单位	兰州理工大学
推荐引用方式 GB/T 7714	Zhang, Huaying,Li, Hui,Zhang, Xin,et al. Push-over analysis of underground double columns with coupling beam in the isolation system of monolithic translation structure[C]:IEEE Computer Society,2011:5288-5292.