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高速公路路面凹陷变形引起的车辆振动水平分析
引用本文:周华飞,蒋建群,张土乔,徐江平.高速公路路面凹陷变形引起的车辆振动水平分析[J].振动与冲击,2004,23(2):55-57,7.
作者姓名:周华飞  蒋建群  张土乔  徐江平
作者单位:1. 浙江大学建工学院,杭州,310027
2. 浙江省大成建设集团有限公司,杭州,310012
摘    要:本文将高速公路路面凹陷变形假设为Ricker小波函数,将车辆简化为两自由度的振动系统,分析了由于路面凹陷变形引起的车辆振动水平。从而为研究车辆-路面的动力相互作用问题提供了基础性成果,也为在高速公路的设计、施工和养护中的应用提供了有益的资料。

关 键 词:高速公路  凹陷变形  车辆振动  Ricker小波函数  车辆-路面  动力相互作用

Vehicle's Vibration Level Induced by Pavement Depression of free way
Zhou Huafei,Jiang Jianqun,Zhang Tuqiao,Xu Jiangping.Vehicle''''s Vibration Level Induced by Pavement Depression of free way[J].Journal of Vibration and Shock,2004,23(2):55-57,7.
Authors:Zhou Huafei  Jiang Jianqun  Zhang Tuqiao  Xu Jiangping
Affiliation:Zhou Huafei 1 Jiang Jianqun 1 Zhang Tuqiao 1 Xu Jiangping 2
Abstract:Pavement depression is a common pavement distress of free way.Supposing that the pavement depression is a Ricker wavelet function,and then the moving vehicle's vibration level induced by it can be obtained by simplifying the vehicle to a two DOF vibration system.The study conducted herein offers us some fundamental results for further recognition of vehicle_pavement dynamic interaction problems,as well as for the applications in the design,construction and maintenance of free way.
Keywords:free way  pavement depression  Ricker wavelet function  vibration level
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