首页> 外文会议>Beijing Jiaotong University;International conference on railway engineering;Beijing Key Laboratory of Track Engineering;China Railway Society >STUDY ON PARAMETRIC EXCITATION RESPONSE OF PERIODICALLY SUPPORTED TRACK DUE TO A HARMONIC MOVING LOAD
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STUDY ON PARAMETRIC EXCITATION RESPONSE OF PERIODICALLY SUPPORTED TRACK DUE TO A HARMONIC MOVING LOAD

机译:谐动荷载作用下周期支承轨道的参数激励响应研究。

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The parametric excitation response of the periodically supported track due to the harmonic moving load was studied through an analytical solution based on the periodic-infinite structure theory.Through analysis,the following conclusions can be obtained: (1) Under a harmonic moving load with frequencyfl,the parametric excitation response induced by the discrete support of rail won't have a significant influence on response spectrum in the frequency band around the load frequencyfl.But it will have a significant contribution in narrow frequency bands around frequency fl ± nv/L (n is an integer and n ≠ 0); (2) The influences of parametric excitation response on the rail total vibration responses of different points in a span of the periodically supported track are nearly the same.
机译:通过基于周期无限结构理论的解析解,研究了周期支撑轨道由于谐波运动荷载而产生的参量激励响应。通过分析,可以得出以下结论:(1)在频率为f1的谐波运动荷载下,由钢轨的离散支撑引起的参数激励响应不会对负载频率fl附近的频带中的响应频谱产生重大影响。但是,它将在f1±nv / L左右的窄频带中产生重大影响( n是整数,n≠0); (2)参数激励响应对周期支撑轨道跨度中不同点的轨道总振动响应的影响几乎相同。

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