We established the differential equation for the free vibration displacement function of orthotropic rectangular thin plates on bi-pavameter elastic foundation.The equation can be used to accurately zolue the free vibration of plates with arbitrary boundaries.A square plate with four fixed edges was taken as an example to verify the method,and it showed that the calculation proless is simple and convenient.The method can also be suitable for single parametric elastic foundation and isotropic plates.
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杨端生,黄炎,潘军.双参数弹性地基上板的自由振动[J].动力学与控制学报,2004,2(1):92~96; Yang Duansheng, Huang Yan, Pan Jun. Free vibration of plates on the bi-parameter elastic foundation[J]. Journal of Dynamics and Control,2004,2(1):92-96.