
同济大学 土木工程防灾国家重点试验室,上海,200092
Published:2020
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赵林, 刘丛菊, 葛耀君. 桥梁结构涡激共振的敏感性[J]. 空气动力学学报, 2020, 38(4): 694-704.
ZHAO Lin, LIU Congju, GE Yaojun. Vortex-induced vibration sensitivity of bridge girder structures[J]. 2020, 38(4): 694-704.
赵林, 刘丛菊, 葛耀君. 桥梁结构涡激共振的敏感性[J]. 空气动力学学报, 2020, 38(4): 694-704. DOI: 10.7638/kqdlxxb-2020.0105.
ZHAO Lin, LIU Congju, GE Yaojun. Vortex-induced vibration sensitivity of bridge girder structures[J]. 2020, 38(4): 694-704. DOI: 10.7638/kqdlxxb-2020.0105.
2020年5月5日虎门大桥因施工临时架设水马产生了风致涡激共振(简称为涡振)现象,引发了社会舆论强烈关注。本文从涡振机理出发,讨论了桥梁主梁产生的涡振敏感性,依次阐述了涡振对桥梁主梁附属构件中的导流板、抑流板、检修轨道、栏杆、拉索等参数的响应程度,由此证实小尺度的水马也能造成虎门大桥大幅振动的潜在可能性。同时,介绍和探讨了结构阻尼比、来流攻角、湍流度与来流风速对涡振的影响,给出了相关桥梁阻尼比随时间变化的实际观测数据。分析得出多座桥梁结构发生涡振的原因与涡振自身的强敏感性密切相关。深入探讨了利用桥梁涡振控制与发电等装置,可以在对涡振进行安全控制的同时,实现能量的合理开发利用。
On May 5
2020
the vortex-induced vibration phenomenon of Humen Bridge caused by barrier walls aroused strong public concern. Starting with the mechanism of vortex-induced vibration formation
the sensitivity of vortex-induced vibration to attached components of bridge girder such as deflector
spoiler
maintenance rail
barrier and suspender is illustrated in turn to prove the rationality of large-amplitude vibration of Humen Bridge caused by small size barrier walls. This paper introduces the wind environment characteristics
involving incoming wind angle of attack
turbulence intensity and wind speed
etc.
and demonstrates the sensitivity of vortex-induced vibration to wind. The observed data about bridge damping ratio evolution with time is supplemented. The above reviews emphasize that the bridge structure vortex-induced vibration is caused by its parametric sensitivity
furtherly the bridge vortex-induced vibration control and power generation device not only suppress the vibration amplitude but also utilize the motion energy of vortex-induced vibration.
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赵林, 胡传新, 葛耀君.一种桥梁涡振控制与发电一体化的装置.中国: CN201810893766.5[P]. 2018-12-18.
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