| 部分斜拉桥结构对比分析 |
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| 引用本文： | 郑一峰,黄侨,张连振.部分斜拉桥结构对比分析[J].公路,2005(11):15-21. |
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| 作者姓名： | 郑一峰 黄侨 张连振 |
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| 作者单位： | 哈尔滨工业大学交通学院,哈尔滨市,150090;吉林省公路勘测设计院,长春市,130021;哈尔滨工业大学交通学院,哈尔滨市,150090 |
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| 摘 要： | 部分斜拉桥结构介于连续梁桥和斜拉桥之间，桥型结构兼具两者结构特性，且又具有自身的结构特点。本文对部分斜拉桥、连续梁桥和斜拉桥3种桥型结构进行计算对比分析，通过对内力和位移的分析比较，得出了部分斜拉桥结构的力学特性，为工程设计提供理论参考。
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| 关 键 词： | 部分斜拉桥 连续梁桥 斜拉桥 结构分析 |
| 文章编号： | 0450-0712（2005）00-0015-06 |
| 收稿时间： | 2005-04-29 |
| 修稿时间： | 2005-04-29 |
Structure Compacative Analysis of Partially Cable-Stayed Bridges |
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| ZHENG Yi-feng,HUANG Qiao,ZhANG Lian-zhen.Structure Compacative Analysis of Partially Cable-Stayed Bridges[J].Highway,2005(11):15-21. |
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| Authors: | ZHENG Yi-feng HUANG Qiao ZhANG Lian-zhen |
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| Institution: | 1. School of Science and Engineering on Communication, Harbin Institute of Technology, Harbin 150090,China; 2. Jilin Provincial Highway Reconnaissance and Design Institute, Changchun 130021 ,China |
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| Abstract: | Partially cable-stayed bridge is a bridge structure style in between continuous beam bridge and cable-stayed bridge. This type of bridge possesses the characters of the two kinds of above bridges, and it also has oneself characters. Partially cable-stayed bridge, continuous beam bridge and cable-stayed bridge are calculated and compared in this paper, and the calculation results such as internal force and displacement are compared. The mechanics character of partially cable-stayed bridge is drawn out lastly. All of above provide the theory reference to engineering design. |
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| Keywords: | partially cable-stayed bridge continuous beam bridge cable-stayed bridge structureanalysis |
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