| 559t超限车通过预应力简支梁桥的承载力评估 |
| |
| 引用本文： | 吴冬亮,刘洪瑞. 559t超限车通过预应力简支梁桥的承载力评估[J]. 城市道桥与防洪, 2009, 0(1) |
| |
| 作者姓名： | 吴冬亮 刘洪瑞 |
| |
| 作者单位： | 广东工业大学建没学院,广东广州,510075 |
| |
| 摘 要： | 超限车过桥的承载力评估是对桥梁加固处理、确保顺利运输的重要保证。该文以广东省上世纪八十年代修建的某跨径为25m的装配式预应力混凝土T梁桥为例,考虑旧桥检算系数Z1和预应力损失,对559t超限车过桥进行承载力评估。
|
| 关 键 词： | 超限车 梁桥 承载力 旧桥检算系数 |
Evaluation on Loading Capacity of 559T Over-limit Vehicle Passing Pre-stressed Simple-supported Beam Bridge |
| |
| Wu Dongliang,Liu Hongrui. Evaluation on Loading Capacity of 559T Over-limit Vehicle Passing Pre-stressed Simple-supported Beam Bridge[J]. Urban Roads Bridges & Flood Control, 2009, 0(1) |
| |
| Authors: | Wu Dongliang Liu Hongrui |
| |
| Abstract: | The evaluation on the loading capacity of the over-limit vehicles passing bridge is the important guarantee for reinforcing treatment of bridge and ensuring the smooth transportation. Taking an assembly pre-stressed concrete T-beam bridge with 25-m span built in 1980s in Guangdong Province as an example and considering the old bridge check coefficient Z1 and the pre-stressing loss, the article evaluates the loading capacity of 559t over-limit vehicles passing bridge. |
| |
| Keywords: | over-limit vehicle bridge loading capacity old bridge check coefficient |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
