摘要
文章通过对盐城体育馆工程结构设计介绍,探讨了这类建筑采用何种计算模型和分析软件来准确模拟、网架如何设计、大面积钢筋混凝土框架结构的收缩应力和温度应力如何解决等问题。
Based on the Yancheng gymnasium, this paper discussed the design methods for roof of large span pubhc buildings from the point of integral structure design, problems of co - working between steel roof and concrete substructure, temperature stress and shrinkage stress of super length frame structure, methods of crack control.
出处
《江苏建筑》
2007年第3期21-23,共3页
Jiangsu Construction
关键词
体育馆
网壳
共同工作
ANSYS
超长混凝土框架
收缩应力
温度应力
预应力.
gymnasium
latticed shell
co - working
ANSYS
super longth concrete frame
temperature stress
shrinkage stress
prestressing
