Nonlinear seismic response analysis method of reinforced concrete shear walls with opening - 文章详情页

作者：

Wang, M. (Wang, M..) (学者：王民) | Zhou, X. (Zhou, X..) | Huang, L. (Huang, L..)

收录：

Scopus PKU CSCD

摘要：

In　this　paper,　the　nonlinear　dynamic　finite　element　analysis　method　and　the　nonlinear　static　pushover　finite　element　analysis　method　of　reinforced　concrete　shear　walls　with　openings　have　been　established,　and　the　corresponding　computer　programs　have　been　developed.　By　the　comparison　with　experimental　analysis　results,　the　accuracy　level　of　the　nonlinear　dynamic　and　the　nonlinear　static　pushover　finite　element　analysis　method　of　reinforced　concrete　shear　walls　with　openings　have　been　inspected,　and　the　reliability　of　the　nonlinear　static　pushover　finite　element　method　to　be　used　for　anti-seismic　nonlinear　performance　assessment　of　reinforced　concrete　shear　walls　with　openings　has　been　verified.

关键词：

Anti-seismic nonlinear performance assessment; Shear walls with openings; The nonlinear dynamic finite element analysis; The nonlinear static pushover finite element analysis

作者机构：

[ 1 ] [Wang, M.]School of Civil Engineering, Hunan University, Changsha 410082, China
[ 2 ] [Zhou, X.]School of Building Engineering, Beijing Polytechnic University, Beijing 100022, China
[ 3 ] [Huang, L.]Shenzhen City Construction Department, Shenzhen 518000, China

通讯作者信息：

王民
[Wang, M.]School of Civil Engineering, Hunan University, Changsha 410082, China

电子邮件地址：

查看成果更多字段

成果类型
所属机构

所有年份指定年份从至