摘要
本文对柱下墙基础的简化计算模型进行了钢筋砼非线性有限元分析,分析了地下墙基础内的应力传递状态,特别是柱下应力扩散状态,根据分析结果提出了柱下墙基础的配筋设计建议.
By means of nonlinear finite element analysis, the stress distribution in wall foundation under columns is studied. The stress dispersion in the area under a column is studied specially. A design accommendation for reinforcement in underground wall is presented in this paper according to the calculation results.
出处
《建筑结构》
CSCD
北大核心
1996年第10期36-38,共3页
Building Structure
关键词
地下连续墙
柱基础
配筋
有限元
wall foundation
reinforced concrete
finite element