建筑遗产Issue(10)：345-345,346,2.
超长混凝土结构温度应力分析
刘晓伟 1何永智 1白雨奇1
作者信息
- 1. 中国建筑东北设计研究院有限公司 辽宁沈阳 110004
- 折叠
摘要
Abstract
The temperature stress is the important question which the ultra long concrete portal frame construction needs to consider.Unifies Combined with one of Dashiqiao projects introduces the influence of temperature loads on concrete structure buildings,using a finite element software MIDAS/Gen8.0 analysis on temperature effects of overlong reinforced concrete structure,and proposed the corresponding measure.关键词
超长钢筋混凝土结构/温度应力Key words
Overlong reinforced concrete structure/Temperature stress引用本文复制引用
刘晓伟,何永智,白雨奇..超长混凝土结构温度应力分析[J].建筑遗产,2013,(10):345-345,346,2.
