| 重载作用下小半径混凝土连续刚构桥设计 |
| |
| 引用本文： | 刘雪峰,滕燕宁. 重载作用下小半径混凝土连续刚构桥设计[J]. 水运科技信息, 2010, 0(3): 20-22 |
| |
| 作者姓名： | 刘雪峰 滕燕宁 |
| |
| 作者单位： | 深圳市综合交通设计研究院,深圳518003 |
| |
| 摘 要： | 采用midas civil对深圳港西部港区疏港道路工程兴海月亮湾立交Q匝道第3联进行计算,探讨重载作用对小半径混凝土连续刚构桥的影响,并与公路-Ⅰ级荷载做对比分析,提出相应措施。
|
| 关 键 词： | 重载作用 小半径 曲线梁桥 设计 |
Design of Concrete Continuous Rigid Frame Bridge with Small Radius Under Heavy Load |
| |
| Liu Xuefeng,Teng Yanning. Design of Concrete Continuous Rigid Frame Bridge with Small Radius Under Heavy Load[J]. Transportation Science & Technology, 2010, 0(3): 20-22 |
| |
| Authors: | Liu Xuefeng Teng Yanning |
| |
| Affiliation: | (Shenzhen Communications Design ＆ Research Institute,Shenzhen 518003,China) |
| |
| Abstract: | Using midas civil,the article made a calculation about the 3rd couplet of Q-ring-road overpass in Xinghai Moon Bay,a part of dredging-navigation road project of west harbour district in Shenzhen port,probed the effect of concrete continuous rigid frame bridge with small radius under heavy load,made the contrastive analysis with the load of road-Ⅰand put forward the corresponding measures. |
| |
| Keywords: | heavy-load small radius curved bridge design |
| 本文献已被 维普 等数据库收录！ |
|
