冷却塔不均匀沉陷的应力分析  

Stress analysis on differential settlement of cooling tower

作　　者：崔亚平[1] 

机构地区：[1]吉林省建筑工程学院

出　　处：《山西建筑》2003年第18期43-44,共2页Shanxi Architecture

摘　　要：用一般的薄壳有限元分析方法 ,对某冷却塔由于地基下沉而引起塔应力的重新分布作了计算分析 。Based upon finite element analysis method of thin shell in this paper according to the variation of stress of one cooling tower caused by foundation settlement calculation analysis is made and the influences of differential settlement on stress distribution are proposed.

关 键 词：冷却塔 不均匀沉陷 数值计算模型 地基下沉 有限元 

分 类 号：TU434[建筑科学—岩土工程]