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预应力混凝土斜拉桁架桥结构特点与结构型式
引用本文:金文成,周昌栋,邱峰,唐云伟.预应力混凝土斜拉桁架桥结构特点与结构型式[J].桥梁建设,2007(2):55-57,75.
作者姓名:金文成  周昌栋  邱峰  唐云伟
作者单位:1. 华中科技大学土木工程与力学学院,湖北,武汉,430074
2. 宜昌市交通局,湖北,宜昌,443000
3. 宜昌市交通基本建设质量监督站,湖北,宜昌,443000
基金项目:湖北省交通厅科研立项课题
摘    要:分析探讨了预应力混凝土斜拉桁架桥的结构特点及结构型式,提出了预应力混凝土斜拉桁架桥新的发展思路,并介绍了2个实际工程项目。

关 键 词:斜拉桁架桥  预应力混凝土结构  综述
文章编号:1003-4722(2007)02-0055-03
修稿时间:2006-10-17

Structural Characteristics and Structural Types of Prestressed Concrete Truss-Stayed Bridge
JIN Wen-cheng,ZHOU Chang-dong,QIU Feng,TANG Yun-wei.Structural Characteristics and Structural Types of Prestressed Concrete Truss-Stayed Bridge[J].Bridge Construction,2007(2):55-57,75.
Authors:JIN Wen-cheng  ZHOU Chang-dong  QIU Feng  TANG Yun-wei
Institution:1. School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China; 2. Department of Communications, Yichang City, Yichang 443000, China; 3. Quality Supervision Station of Communication Capital Construction, Yichang City, Yichang 443000, China
Abstract:In this paper,the structural characteristics and structural types of prestressed concrete truss-stayed bridge are analytically discussed,the new ideas for further development of the type of the bridge are put forward and two practical examples of the bridge are illustrated as well.
Keywords:truss-stayed bridge  prestressed concrete structure  summarization
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