| 东海大桥主航道桥斜拉桥总体设计 |
| |
| 引用本文： | 高宗余.东海大桥主航道桥斜拉桥总体设计[J].预应力技术,2011,15(2):3-19. |
| |
| 作者姓名： | 高宗余 |
| |
| 作者单位： | 中铁大桥勘测设计院有限公司; |
| |
| 摘 要： | 东海大桥主航道桥为主跨420m五跨连续的双塔中央索面斜拉桥。主梁为在大跨径斜拉桥上首次采用的钢-混凝土箱形结合梁。重点介绍该桥的总体设计。
|
| 关 键 词： | 钢-混凝土箱形结合梁 斜拉桥 东海大桥 总体设计 |
Overall design of cable-stayed bridge for main channel bridge of Donghai Bridge |
| |
| Zongyu Gao.Overall design of cable-stayed bridge for main channel bridge of Donghai Bridge[J].Prestress Technology,2011,15(2):3-19. |
| |
| Authors: | Zongyu Gao |
| |
| Affiliation: | China Railway Bridge Survey and Design Institute Co., LTD., Wuhan, Hubei 430050 |
| |
| Abstract: | The main channel bridge of Donghai Bridge is a five-span continuous two-tower central cable plane cable-stayed bridge with a main span of 420m. The main beam is the steel-concrete box combination beam first used in the long-span cable-stayed bridge. The overall design of the bridge is introduced. |
| |
| Keywords: | Steel-concrete box girder Cable-stayed bridge Donghai Bridge Overall design |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《预应力技术》浏览原始摘要信息 |
|
点击此处可从《预应力技术》下载全文 |
