Analytical solution on dynamic response of rectangular plate with free edges on two parameters elastic foundation under impact load

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作者：
机构：
[1] Zhang, X.
[2] Luo, X.
[3] Ge, X.
[4] Zhang, L.
来源：
Zhang, X. | 2001年 / Academia Sinica卷 / 20期
关键词：
Dynamic response - Impact testing - Integration - Linear systems - Mathematical transformations - Structural loads;
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摘要：
The CC series solution on dynamic response problem of rectangular plate with free edges on two parameters elastic foundation under impact load is investigated by using the Stockes' transformation of a double cosine series. The precise time-integration method is originally proposed for linear time invariant dynamic systems by Zhong Wanxie, and usd here to get the numerical results for foundation problem.
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