上海铁道大学学报(理工辑)2000，Vol.21Issue(10)：1-5,5.
用简化模型分析铁路轨道的横向动力响应
Analysis of Lateral Dynamic Response of Railway Track with Simple Track Model
管天保 1练松良2
作者信息
- 1. 上海铁路局，上海200071
- 2. 同济大学铁道建筑系，上海200331
- 折叠
摘要
Abstract
Acording to the characteristic of railway track, this paper established a simple lateral track model to analyses how the lateral stiffness to affect the lateral force and vibration acting on the components of track. From the calculating results, the main frequency of rail and sleeper lateral vibration is low. The lateral stiffness of ballast affects the lateral vibration greatly. This paper analyses theoretically the dynamic response of rail and sleeper vibration under different stiffness. Finally, This paper suggests that we should improve the smoothness of track geometry, and descend the lateral track vibration to meet the need of raising the speed of train.关键词
轨道/横向振动/动力响应Key words
track/transverse vibration/dynamic response分类
交通工程引用本文复制引用
管天保,练松良..用简化模型分析铁路轨道的横向动力响应[J].上海铁道大学学报(理工辑),2000,21(10):1-5,5.
