支承条件下车辆—基础系统的动力学建模与分析
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
研究软支承下的车辆-基础系统耦合动力学响应.将基础视为有限个离散点支承的Euler-Beinoulli梁,支承则模拟为具有非线性、不对称特性的弹性元件和阻尼器,利用分段线性化方法描述弹性支承的非线性刚度和阻尼特性,根据动力学原理和假设振型方法建立系统的运动方程,基于Newmark直接积分方法编制MATLAB二次开发函数,数值求解系统动力学响应,分析了支承约束非线性对系统动力学特性的影响.
A method is presented for the dynamic response of the vehicle-foundation system with nonlinear soft supports.The foundation of vehicle is modeled as a multi-span Euler-Beinoulli beam on nonlinear,asymmetric supports and dampers.The nonlinear characteristics of supports and dampers are simulated by piecewise-linear method,and equations of motion of the system are formulated using Lagrange principle and assumed mode method.Numerical simulations are performed for some sample qroblems and the transient responses of vehicle-foundation system are discussed.It shows the difference in dynamic behavior of multi-span beams between the linear and nonlinear supports and dampers.
引文
[1]周庆瑞,金锋.新型城市轨道交通[M].北京:中国铁道出版社,2005:191-332.
    [2]练松良,王午生.轨道工程[M].上海:同济大学出版社,2006:196.
    [3]谢旭.桥梁结构地震响应分析与抗震设计[M].北京:人民交通出版社,2006:172-184.
    [4]Nagaya K,Kato S.Transient response of a multi-spanbeam on non-symmetric non-linearSupports[J].J Soundsand Vibtation,1990,138:59-71.
    [5]Lee H P.Transient response of a multi-span beam onnon-symmetric piecewise-liner supports[J].Solids andStructures,1993,30:3 059-3 072.
    [6]Weeks G E,Cost TL.Coupled-interaction launch behav-ior of a flexible rocket and flexible launcher[J].J Space-craft,1980,17(5):432-439.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心