| 无桥台斜腿刚架桥力学特性分析 |
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| 引用本文： | 王昌武. 无桥台斜腿刚架桥力学特性分析[J]. 华中科技大学学报(城市科学版), 1998, 0(4) |
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| 作者姓名： | 王昌武 |
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| 作者单位： | 城市道路与交通工程系 |
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| 摘 要： | 无桥台斜腿刚架桥是国内近十余年发展起来的一种新型桥梁，特别适宜于路堤较高或地基覆盖层较厚的情况，对于跨越高等级公路的跨线桥尤为适用．对这种桥型结构的主要力学性能作了一些探讨，提出在进行结构设计时应注意的一些问题，可供理论研究和工程设计参考
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| 关 键 词： | 无桥台斜腿刚架桥；边斜杆；斜腿；主孔；付孔；温变内力 |
Analysis of the Mechanic Specific Property of the Non abument Rigid Frame Bridge With Inclined Legs |
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| Wang Changwu. Analysis of the Mechanic Specific Property of the Non abument Rigid Frame Bridge With Inclined Legs[J]. Journal of Huazhong University of Science and Technology, 1998, 0(4) |
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| Authors: | Wang Changwu |
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| Affiliation: | Dept. of Urban Road and Traffic |
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| Abstract: | The non abument rigid frame bridge with inclined legs is a new pattern in our country which is developed in the recent ten years.It is especially suitable for the condition in the higher embankment or thicker ground cover.It has a great fit for the bridge across the highway. The major mechanic function of this type of bridge is elucidated in the study. Some questions in the structural design are raised.This study can be a reference for both theoretical researchers and engineers. |
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| Keywords: | non abument rigid frame bridge with inclined legs adjacent skewed rod inclined legs main hole subhole temperature strain internal force |
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