李永乐 董世赋 臧 瑜 强士中. 大跨度公轨两用悬索桥风-车-桥耦合振动及抗风行车准则研究[J]. 工程力学, 2012, 29(12): 114-120. DOI: 10.6052/j.issn.1000-4750.2011.03.0158
引用本文: 李永乐 董世赋 臧 瑜 强士中. 大跨度公轨两用悬索桥风-车-桥耦合振动及抗风行车准则研究[J]. 工程力学, 2012, 29(12): 114-120. DOI: 10.6052/j.issn.1000-4750.2011.03.0158
LI Yong-le. COUPLING VIBRATION OF WIND-VEHICLE-BRIDGE SYSTEM FOR LONG-SPAN ROAD-RAIL SUSPENSION BRIDGE AND RESISTANT-WIND CRITERION OF RUNNING TRAIN[J]. Engineering Mechanics, 2012, 29(12): 114-120. DOI: 10.6052/j.issn.1000-4750.2011.03.0158
Citation: LI Yong-le. COUPLING VIBRATION OF WIND-VEHICLE-BRIDGE SYSTEM FOR LONG-SPAN ROAD-RAIL SUSPENSION BRIDGE AND RESISTANT-WIND CRITERION OF RUNNING TRAIN[J]. Engineering Mechanics, 2012, 29(12): 114-120. DOI: 10.6052/j.issn.1000-4750.2011.03.0158

大跨度公轨两用悬索桥风-车-桥耦合振动及抗风行车准则研究

COUPLING VIBRATION OF WIND-VEHICLE-BRIDGE SYSTEM FOR LONG-SPAN ROAD-RAIL SUSPENSION BRIDGE AND RESISTANT-WIND CRITERION OF RUNNING TRAIN

  • 摘要: 将风、车、桥三者作为一个交互作用、协调工作的耦合动力系统,基于风-车-桥系统空间耦合分析模型,以一大跨度公轨两用悬索桥为例,采用自主研发的桥梁结构分析软件BANSYS(Bridge Analysis System)分析了风荷载作用下桥梁和车辆的动力响应,讨论了风速、车速及轨道交通布置方式等因素的影响;同时,基于合理的列车运行安全性和舒适性评价指标,对列车通过该桥时的走行安全性与舒适性进行了分析,得出了该悬索桥的抗风行车准则:当风速小于20m/s时,车速可达设计车速80km/h;当风速介于20m/s和25m/s之间时,车速不能大于60km/h;当风速大于25m/s时,应封闭轨道交通。

     

    Abstract: Wind, vehicle and bridge can be regarded as a coupled vibration system. Based on the novel three-dimensional dynamic model of the wind-vehicle-bridge system, the dynamic responses of vehicles and bridge of a long-span road-rail suspension bridge under wind action were analyzed to demonstrate the effects of wind speed, vehicle speed and the layout of track system using the self-developed software, BANSYS (Bridge Analysis System). Based on the reasonable assessment index, the train running safety and passenger riding comfort across the bridge were studied and the resistant-wind criterion of running train was obtained: the trains can safely pass the bridge with the design speed (80 km/h) when the wind speed is lower than 20 m/s; or no more than 60 km/h when the wind speed is 20~25 m/s; the rail traffic must be closed when the wind speed is above 25 m/s.

     

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