| 引用本文： |
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林春姣,郑皆连,秦荣.钢管混凝土拱桥温度效应研究[J].广西科学院学报,2007,23(3):172-174,183. [点击复制]
- LIN Chun-jiao,ZHENG Jie-lian,QIN Rong.Research on Temperature Effect on Steel Tube Concrete Arch Bridge[J].Journal of Guangxi Academy of Sciences,2007,23(3):172-174,183. [点击复制]
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| 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。 |
| 关键词: 拱桥 温度效应 钢管混凝土 |
| DOI： |
| 投稿时间：2007-03-05 |
| 基金项目: |
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| Research on Temperature Effect on Steel Tube Concrete Arch Bridge |
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LIN Chun-jiao1, ZHENG Jie-lian2, QIN Rong1
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| (1.College of Civil and Architecture Engineering, Guangxi University, Nanning, Guangxi, 530004, China;2.Guangxi Communications Department, Nanning, Guangxi, 530012, China) |
| Abstract: |
| 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. |
| Key words: arch bridge temperature effect steel tube concrete |
