摘要
在对温度荷载全面了解的基础上 ,对超长钢筋混凝土结构的温度内力进行了多种计算模型的分析比较 ,研究了该类结构在温度荷载下的受力特点 ,并提出了一些设计与施工方面的建议。
Based on a whol e recognization to the prospects of tempe rature action,the temperature responses to super-length multi-story frame struct ure has been studied,and some conclusion s have been gained on the base of analys is of several structure models.
出处
《四川建筑科学研究》
2000年第4期7-10,共4页
Sichuan Building Science
