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人-车-路相互作用三质量车辆模型分析
引用本文:陶向华,黄晓明.人-车-路相互作用三质量车辆模型分析[J].交通运输工程学报,2004,4(3):11-15.
作者姓名:陶向华  黄晓明
作者单位:东南大学,交通学院,江苏,南京,210096
基金项目:国家西部交通建设科技项目(200231800032)
摘    要:基于人-车-路相互作用建立了简化的三质量车辆模型,运用叠加法计算了车辆动载荷的幅频特性与功率谱密度、加速度放大因子与加速度谱,利用所建的简化车辆模型对车辆的振动特性进行了评价,研究了车辆载荷与行驶安全性、加速度与振动舒适性的关系。结果表明,三质量车辆模型更能体现人体的振动舒适程度与路面不平度的响应关系,对于深入分析路面结构的动力响应有重要价值。

关 键 词:交通工程  路面不平度  车辆模型  振动  谱密度
文章编号:1671-1637(2004)03-0011-05
修稿时间:2003年10月8日

Three-mass vehicle model of people-vehicle-road interaction
TAO Xiang-hua,HUANG Xiao-ming.Three-mass vehicle model of people-vehicle-road interaction[J].Journal of Traffic and Transportation Engineering,2004,4(3):11-15.
Authors:TAO Xiang-hua  HUANG Xiao-ming
Abstract:A simple three-mass vehicle model was founded on the basis of people-vehicle-road interaction. With this model, the amplitude and power spectral density(PSD) of vehicle dynamic load were calculated, the amplitude factor and PSD of acceleration were analyzed, the vibration characteristics of vehicle were evaluated, the relations of dynamic load with ride safety, acceleration and vibration comfort were discussed. The results show that this model can accurately reflect the dynamic response of people's comfort with pavement roughness. 8 figs, 8 refs.
Keywords:traffic engineering  pavement roughness  vehicle model  vibration  spectral density
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