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| 大跨度桥梁涡激振动及其半经验模型介绍 | |
| 引用本文： | 朱亚飞,鲜荣,刘志远.大跨度桥梁涡激振动及其半经验模型介绍[J].现代交通技术,2010,7(6):39-44. |
| 作者姓名： | 朱亚飞 鲜荣 刘志远 |
| 作者单位： | 1. 江苏省交通科学研究院长大桥梁健康检测与诊断技术交通行业重点实验室,江苏南京,211112 2. 广东公路建设有限公司,广东广州,510600 3. 中国三峡新能源公司,北京,100053 |
| 摘 要： | 大跨度桥梁在低风速下可能会频繁发生较大振幅的涡激共振而导致结构破坏,因而涡激振动已成为大跨度桥梁抗风设计关键问题之一。该文列举了国外大跨度桥梁典型涡激振动实例,并讨论了具有代表性的一些半经验模型,最后针对大跨度桥梁涡激振动提出了基于风洞试验和半经验模型的研究思路。 |
| 关 键 词： | 大跨度桥梁 涡激振动 半经验模型 风洞试验 |
Vortex-induced Vibration of Long Span Bridges and Introduction of Semi-emperical Model |
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| Zhu Yafei,Xian Rong,Liu Yunzhi.Vortex-induced Vibration of Long Span Bridges and Introduction of Semi-emperical Model[J].Modern Transportation Technology,2010,7(6):39-44. | |
| Authors: | Zhu Yafei Xian Rong Liu Yunzhi |
| Institution: | 1.Key Laboratory of Long-span Bridge Health Detection and Diagnostic Technology of Communications,Jiangsu Transportation Research Institute,Nanjing 211112,China;2.Guangdong Road Construction Limited Company, Guangzhou 510600,China;3.China Three Gorges New Energy Corp.,Beijing 100053,China) |
| Abstract: | The bridge could be forced into vibration with large amplitude in low wind speed because of vortex shedding, and is easy to be damaged. Therefore,vortex-induced vibration （VIV） has been one of the most important questions in wind resistance design of long span bridges. This paper introduces some examples of VIV of long span bridges in abroad, and then discusses a few of representative semi-experienced models of VIV. Lastly,one way based on wind tunnel test and semi-experienced model is given here to research VIV of long span bridges in the future. |
| Keywords: | long span bridge vortex-induced vibration semi-emperical model wind tunnel test |
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