新型钢板组合梁桥车桥耦合振动控制研究  

Research on Vehicle-bridge Coupling Vibration Control of New Steel Plate Composite Beam Bridge

作　　者：夏飞龙 王林凯 王胜斌[1,2] 吴肖波 XIA Feilong;WANG Linkai;WANG Shengbin;WU Xiaobo(Anhui Transport Consulting & Design Institute Co., Ltd., Hefei 230088, China;Road Traffic Energy Saving and Environmental Protection Technology Transportation Industry R & D Center, Hefei 230088, China;Brdige Science Research Institute Ltd, China Zhongtie Major Bridge Engineering Group, Wuhan 430034, China;Key Laboratory of Bridge Structure Safety and Health of Hubei Province, Wuhan 430034, China)

机构地区：[1]安徽省交通规划设计研究总院股份有限公司,合肥230000 [2]公路交通节能环保技术交通运输行业研发中心,合肥230000 [3]中铁大桥科学研究院有限公司,武汉430034 [4]桥梁结构健康与安全国家重点实验室,武汉430034

出　　处：《交通科技》2021年第1期16-20,共5页Transportation Science & Technology

摘　　要：新型钢板组合梁桥自重轻,车辆质量与主梁的模态质量之比较大,在车辆活载下易发生振动。文中以某一新型钢板组合梁桥为例进行动力特性分析,研究不同质量比的液体质量双调谐阻尼器(TLMD)对结构动力响应的影响,并进行简谐激励时程分析和车桥耦合振动数值模拟,对该桥进行车桥耦合振动实测和对比。结果表明,TLMD对钢板组合梁桥具有良好的减振效果;TLMD质量比越大,结构受控后阻尼比越大,振幅越小;作用在跨中TLMD质量越大,对结构静力和动力特性影响均较大;建议类似桥梁减振的TLMD质量比取1.0%。The new type of steel plate composite beam bridge is light in dead weight,and the vehicle mass is relatively large with the modal mass of the main girder,which is prone to vehicle-induced vibration.It is necessary to take effective measures to control the vibration.Taking a new type steel plate composite girder bridge as an example,the dynamic characteristic analysis was carried out.The influence of liquid mass double tuned dampers(TLMD)with different mass ratios on the structural dynamic response was studied,and the harmonic excitation time history analysis and vehicle-bridge coupling were carried out.Numerical simulation of vibration,and actual measurement and comparison of vehicle-bridge coupled vibration of the bridge is also performed.The results show that TLMD has a good damping effect on steel plate composite girder bridges;the larger the mass ratio of TLMD,the larger the damping ratio and the smaller the amplitude after the structure is controlled.However,the greater the mass of the TLMD acting on the mid-span,the greater the impact on the structural static and dynamic characteristics;it is recommended that the mass ratio of TLMD similar to bridge vibration reduction is 1.0%.

关 键 词：钢板组合梁桥 TLMD 车桥耦合振动 振动控制 振动测试 

分 类 号：U441.3[建筑科学—桥梁与隧道工程]