宁夏工程技术2012，Vol.11Issue(2)：145-147,3.
考虑仓壁-基础-地基相互作用时筒仓结构的有限元分析
Finite element analysis of silo considering the interaction of wall-basis-foundation
马瑞挺 1孟云芳1
作者信息
- 1. 宁夏大学土木与水利工程学院,宁夏银川750021 宁夏大学旱区现代农业水资源高效利用教育部工程研究中心,宁夏银川750021
- 折叠
摘要
Abstract
In order to calculate interaction force from wall-basis-foundation of silo,it is analyzed with ANSYS software under different conditions,rigid foundation or elastic foundation,shallow or deep silo,and axial symmetry load.The results of analysis show that the internal force of silo placed on elastic foundation is more rational than that of silo placed on rigid foundation.Notable problems are listed with silo design examples according to No Moment theory of design in＂Code for design of reinforced concrete silos＂.关键词
筒仓/有限元分析/相互作用Key words
silo/finite element analysis/interaction分类
建筑与水利引用本文复制引用
马瑞挺,孟云芳..考虑仓壁-基础-地基相互作用时筒仓结构的有限元分析[J].宁夏工程技术,2012,11(2):145-147,3.
