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埋置地下室考虑顶底板弹性约束的外墙分析与设计

朱逸川 朱杰江 楼世雄

结构工程师2017,Vol.33Issue(4):16-20,5.
结构工程师2017,Vol.33Issue(4):16-20,5.

埋置地下室考虑顶底板弹性约束的外墙分析与设计

Analysis and Design for Exterior Wall of Underground Basement Interfered by Elastic Constraints Between Top and Bottom Floor

朱逸川 1朱杰江 1楼世雄1

作者信息

  • 1. 上海大学土木工程系,上海200072
  • 折叠

摘要

Abstract

In traditional design method of underground basement wall,the elastic constraint of top floor and base plate is neglected.In order to study the structural behavior of exterior wall under the joint action of top floor and base plate,models with different buried depths and thicknesses of top floor are built in SAP2000.Calculation results show that the thickness of plat floor and the vertical load on top floor have a significant influence on the moment of exterior wall,while the thickness of the base plate and the soil coefficient of subgrade reaction also have certain influence.For the convenience of practical application,a simple calculation formula of the external wall moment is fitted by numerical analysis.

关键词

地下室/外墙/弹性约束

Key words

underground basement/exterior wall/flat-plate floor

引用本文复制引用

朱逸川,朱杰江,楼世雄..埋置地下室考虑顶底板弹性约束的外墙分析与设计[J].结构工程师,2017,33(4):16-20,5.

结构工程师

OA北大核心CSTPCD

1005-0159

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