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高速铁路振动荷载时程的动力反分析
引用本文:金亮星,张家生,聂志红.高速铁路振动荷载时程的动力反分析[J].交通运输工程学报,2005,5(1):36-38.
作者姓名:金亮星  张家生  聂志红
作者单位:中南大学,土木建筑学院,湖南,长沙,410075;中南大学,土木建筑学院,湖南,长沙,410075;中南大学,土木建筑学院,湖南,长沙,410075
摘    要:为了求解高速铁路竖向振动荷载时程问题,在用Newmark法求解运动平衡方程的基础上,推导了求解振动荷载的公式,提出了由振动加速度反求振动荷载时程的动力有限元方法。结合秦沈客运专线,计算了列车运行速度分别为230km/h和265km/h时的列车竖向振动荷载时程。发现列车运行速度提高了35km/h时,列车竖向振动荷载最大值增加了16.34kN。结果表明由实测振动加速度可以反求振动荷载,该方法可行。

关 键 词:高速铁路  振动荷载  有限元  动力反分析
文章编号:1671-1637(2005)01-0036-03
修稿时间:2004年12月4日

Dynamic inverse analysis for vibration-load history of high-speed railway
JIN Liang-xing,ZHANG Jia-sheng,NIE Zhi-hong.Dynamic inverse analysis for vibration-load history of high-speed railway[J].Journal of Traffic and Transportation Engineering,2005,5(1):36-38.
Authors:JIN Liang-xing  ZHANG Jia-sheng  NIE Zhi-hong
Abstract:On the basis of the solution for dynamic equilibrium equation utilizing the Newmark method, the formulas for calculating vibration load were derived, the dynamic finite element method for calculating vibration-load history using the measured vibration-acceleration history was put forward. Combined with the vibration-acceleration history of the field measurement in Qinhuangdao-Shenyang dedicated passenger line,the vertical vibration-load history curves were calculated when train speeds were 230 km/h and 265 km/h. It is pointed that the maximum vertical vibration load increases by 16.34 kN when train speed increases by 35 km/h. The results indicate that vibration-load history could be obtained with the measured vibration-acceleration history, the method is feasible. 4 figs, 4 refs.
Keywords:high-speed railway  vibration load  finite element  dynamic inverse analysis
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