The impact of the rocking wall layout on the structural seismic performance

被引：0

作者：

Yang, S. B. ^{[1
]}

Zhao, Y. B. ^{[1
]}

Wei, Z. T. ^{[1
]}

Jia, J. H. ^{[1
]}

机构：

[1] Hebei Univ Engn, Sch Civil Engn, Handan, Hebei, Peoples R China

来源：

CIVIL ENGINEERING AND URBAN PLANNING III | 2014年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Using finite element method a static nonlinear analysis of a frame structure and embedded rocking wall reinforcement structure consisting of four schemes has been carried out in this paper. The analysis results show that the different layout schemes of the wall in frame-rocking wall structure have significant effect on stiffness of the structure, seismic bearing capacity, injury characteristics, deformation and deformation between layers as well as other aspects of the degree of concentration.

引用

页码：487 / 491

页数：5

共 6 条

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