| 矮塔斜拉桥特征参数分析 |
| |
| 引用本文： | 皇甫凡飞,吴讯.矮塔斜拉桥特征参数分析[J].低温建筑技术,2011,33(3):49-50. |
| |
| 作者姓名： | 皇甫凡飞 吴讯 |
| |
| 作者单位： | 同济大学土木学院,上海,200092 |
| |
| 摘 要： | 某经济区主桥为两跨预应力混凝土矮塔斜拉桥,孔跨布置为:128m+128m,采用塔梁固接,墩顶设支座的结构形式,设计构思独特。本论文以该桥为背景,分析其特征参数。
|
| 关 键 词： | 矮塔斜拉桥 特征参数 |
THE CHARACTERISTIC PARAMETER ANALYSIS OF THE EXTRA-DOSED CABIE-STAYED BRIDGE |
| |
| HUANGFU Fan-fei,WU Xun.THE CHARACTERISTIC PARAMETER ANALYSIS OF THE EXTRA-DOSED CABIE-STAYED BRIDGE[J].Low Temperature Architecture Technology,2011,33(3):49-50. |
| |
| Authors: | HUANGFU Fan-fei WU Xun |
| |
| Affiliation: | (The Civil Engineering College,Tongji Univ.,Shanghai 200092,China) |
| |
| Abstract: | The extra-dosed cabie-stayed prestressed concrete bridge with two spans of 128m＋128m adopts the structure of consolidated tower-girder in Some economic zone,with the special idea of designing and the top of pillar sets supports.As the background,the paper analyzes its characteristic parameters. |
| |
| Keywords: | extra-dosed cabie-stayed bridge characteristic parameters |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
