中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2015, Vol. 34 ›› Issue (2): 10-14.DOI: 10.3969/j.issn.1674-0696.2015.02.03

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Similarity Law of Scale-Model Test System for Vehicle-Bridge Coupling Vibration

Gui Shuirong1,2, Zhang Chao1, Chen Shuisheng1   

  1. 1. Department of Civil Engineering, East China Jiaotong University, Nanchang 330013, Jiangxi, China;2. School of Transportation, Southeast University, Nanjing 210096, Jiangsu, China
  • Received:2013-07-28 Revised:2014-02-07 Online:2015-04-15 Published:2015-06-01

车桥耦合振动缩尺模型试验的相似律研究

桂水荣1,2,张超1,陈水生1   

  1. 1.华东交通大学 土木建筑学院,江西 南昌 330013;2.东南大学 交通学院,江苏 南京 210096
  • 作者简介:桂水荣(1979-),女,江西九江人,副教授,博士研究生,主要从事公路桥梁车桥耦合振动方面的研究。E-mail:guishuirong@163.com。
  • 基金资助:
    国家自然科学基金项目(51268013,51468018);江西省教育厅科研项目(GJJ14384;GJJ14352);教育部工程研究中心资助项目(13TM02)

Abstract: The similarity laws of bridge-vehicle interaction system were presented based on similarity theories of structure dynamic model test and dynamic property of highway bridge-vehicle coupling vibration. Taken a fictitious simple supported beam bridge as an example, the parameters of vehicle model and bridge model were calculated according to the prototype structure dynamic properties and scale factor of geometry. Comparative analysis of static and dynamic response between prototype bridge and model bridge, verified the vehicle-bridge coupling vibration model similarity law. The results showed that, the scale model test for vehicle-bridge coupling vibration need to satisfy elastic similarity law and gravity similarity simultaneously.

Key words: bridge engineering;similarity law, vehicle-bridge interaction system, dynamic scale-model test

摘要: 基于公路桥梁车桥耦合振动特性及结构动力模型试验相似理论,提出了车桥耦合振动缩尺模型试验相似关系。以某假设简支梁桥为原型,根据原型结构动力特性及相似比尺,计算了车辆与桥梁动力特性参数;对比分析了原型桥与模型桥的静、动态响应,校验所提出的车桥耦合振动缩尺模型相似律。结果表明:车桥耦合振动室内缩尺模型需同时满足弹性相似律及重力相似律。

关键词: 桥梁工程, 相似律, 车桥耦合系统, 动力缩尺模型

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