| 坝陵河大桥桥位风速观测及设计基准风速的计算 |
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| 引用本文： | 朱乐东,王继全,陈伟,周成,任鹏杰.坝陵河大桥桥位风速观测及设计基准风速的计算[J].石家庄铁道学院学报,2010(4):5-9,20. |
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| 作者姓名： | 朱乐东 王继全 陈伟 周成 任鹏杰 |
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| 作者单位： | [1]同济大学土木工程防灾国家重点实验室,上海200092 [2]同济大学桥梁结构抗风技术交通行业重点实验室,上海200092 [3]同济大学桥梁工程系,上海200092 |
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| 基金项目： | 交通部西部交通建设科技项目（200531800019） |
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| 摘 要： | 架设在峡谷上的大跨度桥梁，由于桥位处地形复杂，离谷底较高，设计基准风速一般无法通过抗风规范查得，需要进行专门的分析或测试。针对坝陵河大桥的设计基准风速问题，分别通过附近气象台站的数据和专门架设的观测塔的观测数据，通过分析得到了桥位处的设计基准风速。对类似地貌大桥建设设计基准风速的取得具有一定的参考意义。
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| 关 键 词： | 风速观测仪 基本风速 设计基准风速 极值Ⅰ型 风速订正 |
Calculation of Design Standard Wind Speed Based on Wind Observation of Baling River Bridge |
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| Zhu Ledong,Wang Jiquan,Chen Wei,Zhou Cheng,Ren Pengjie.Calculation of Design Standard Wind Speed Based on Wind Observation of Baling River Bridge[J].Journal of Shijiazhuang Railway Institute,2010(4):5-9,20. |
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| Authors: | Zhu Ledong Wang Jiquan Chen Wei Zhou Cheng Ren Pengjie |
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| Institution: | 1. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory for Wind Resistance Technology of Bridges (Tongji University) , Ministry of Transport, Shanghai 200092, China; 3. Department of Bridge Engineering, Tongji University, Shanghai 200092, China) |
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| Abstract: | When a large span bridge is constructed over a barranco, the design standard wind speed usually cannot be obtained directly from wind-resist design specification because of the complex topography and the long distance from the valley bottom. So special analysis and tests are needed. In this paper, the design standard wind speed of Baling River Bridge is obtained from the analysis of the data observed by weather station nearby and observing tower especially built for this problem, which provides reference for bridges with similar landforms. |
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| Keywords: | wind speed visualizer basic wind speed design standard wind speed extreme value I distribution wind speed revisal |
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