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

重庆交通大学学报(自然科学版) ›› 2012, Vol. 31 ›› Issue (6): 1101-1104.DOI: 10.3969/j.issn.1674-0696.2012.06.01

• •    下一篇

基于MATLAB 的公路桥梁车桥耦合数值计算方法

易晋生,顾安邦,王小松   

  1. 重庆交通大学 土木建筑学院,重庆 400074
  • 收稿日期:2012-01-12 修回日期:2012-06-12 出版日期:2012-12-15 发布日期:2014-10-31
  • 作者简介:易晋生(1983—),男,四川平昌人,博士研究生,主要从事大跨径桥梁结构理论的研究。E-mail:yijinsheng2001@163.com。
  • 基金资助:
    国家自然科学基金项目( 50908246) ; 重庆市教育委员会资助项目( KJ080403) ; 重庆交通大学( 桥梁) 结构工程重点实验室开放基金项目( CQSLBF-Z10-1)

Numerical Method for Vehicle-Bridge Coupling Vibrations Based on MATLAB

Yi Jinsheng,Gu Anbang,Wang Xiaosong   

  1. School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China
  • Received:2012-01-12 Revised:2012-06-12 Online:2012-12-15 Published:2014-10-31

摘要: 应用达朗贝尔原理推导了两自由度车辆和桥梁的振动平衡方程,提出用龙格-库塔法和NEWMARK 法来求解车桥耦合振动问题。针对NEWMARK 法提出了求解分离的车辆和桥梁运动方程组的分析策略: 在每一个时间步长内进行迭代计算并将桥梁的振动平稳状态作为收敛条件。利用MATLAB 结合两种数值计算原理分别编制了车桥耦合计算程序。算例分析表明: 两种方法的计算精度都较高; 采用NEWMARK 法求解时,在每个时间步内迭代计算至桥梁振动平稳状态是有意义的。

关键词: 车桥耦合振动, 数值计算方法, 龙格-库塔法, NEWMARK 法, 迭代计算

Abstract: The vibration balance equations for 2-dofs vehicle and bridge were derived with the employment of d'Alembert principle,and the two numerical methods,Runge-Kutta and NEWMARK,were put forward to solve the problem of vehiclebridge coupling vibration. The analysis strategy was roposed for solving the separated vehicle and bridge motion equations according to NEWMARK method,which conducted iterative computation in each time step and considered the motion equilibrium state of bridge as condition of convergence. In consideration of Runge-Kutta and NEWMARK numerical calculation principals,computational procedures for vehicle-bridge coupling vibration were compiled by use of MATLAB respectively. It is demonstrated through example analysis that the two methods have processed precision. In the process of separated vehicle and bridge motion equations,it is meaningful that the iterative computation was conducted until the bridge reached vibration equilibrium state in each time step.

Key words: vehicle-bridge coupling vibration, numerical method, Ruge-Kutta method, NEWMARK method, iterative computation method

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