| 绥芬河新华街斜拉桥主塔结构设计 |
| |
| 引用本文： | 聂志宏.绥芬河新华街斜拉桥主塔结构设计[J].城市道桥与防洪,2010(6):112-114. |
| |
| 作者姓名： | 聂志宏 |
| |
| 作者单位： | 上海市城市建设设计研究院,上海,200125 |
| |
| 摘 要： | 绥芬河市新华街斜拉桥为独塔单索面预应力混凝土梁斜拉桥,跨径组合100m+100m。主塔为单柱式,箱形截面,布置双向预应力。该文着重介绍其主塔结构设计和结构分析要点。
|
| 关 键 词： | 斜拉桥 主塔 双向预应力 结构设计 绥芬河市 |
Structural Design of Main Pylon for Xinhua Street Cable-stayed Bridge on Suifeng River |
| |
| Nie Zhihong.Structural Design of Main Pylon for Xinhua Street Cable-stayed Bridge on Suifeng River[J].Urban Roads Bridges & Flood Control,2010(6):112-114. |
| |
| Authors: | Nie Zhihong |
| |
| Abstract: | Suifen River City Xinhua Street Cable-stayed Bridge is the single-pylon single-plane prestressed concrete beam cable-stayed bridge. Its combined span is 100m + 100m. The main pylon is the single-pole type with the box section and arranged by the double-way pre-stressing. The article focuses introduction on the structural design and the structural analysis gist of its main pylon. |
| |
| Keywords: | cable-stayed bridge main pylon double-way pre-stressing structural design Suifen River City |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
