摘要
采用弹性有限元三维计算与平面应力计算相结合 ,分析了广州国际会议展览中心工程混凝土楼盖温度应力 ,探讨了大面积混凝土楼盖结构温度应力计算中的一些问题 。
An elastic 3 D finite element model and plane stress model are established to analyze the thermal stress in the RC floors of Guangzhou International Conference & Exhibition Center.Problems and their solved methods of thermal analysis are discussed in detail.The means to reduce the influence of thermal stress in this project are introduced too.
出处
《建筑结构》
CSCD
北大核心
2002年第12期30-34,共5页
Building Structure