摘要
总结分析当前钢管混凝土拱桥温度效应的研究意义及主要研究成果,对于钢管混凝土拱桥温度效应进一步的研究,建议应注意基准温度的简单定量、复杂条件下的拱肋截面温度场、各种截面形式的拱肋温度和体系非线性温差等几个方面的问题。
Summarizing and analyzing the key achievement and the significance of the current research on temperature effect on steel tube concrete arch bridge, the paper points out that a further relevant study should be undertaken, and attentiion should be paid to the respects such as simple quantum of base temperature, arch rib temperature field under complicated conditions, arch rib temperature of various styles for truss members and the nonlinearity temperature difference of the system etc.
出处
《广西科学院学报》
2007年第3期172-174,183,共4页
Journal of Guangxi Academy of Sciences
关键词
拱桥
温度效应
钢管混凝土
arch bridge, temperature effect, steel tube concrete