| Summary: | 碩士 === 國立成功大學 === 土木工程學系碩博士班 === 96 === In this paper, we use element-free Galerkin method to analysis the behavior of plates under load. Where the shape function and its derivative are obtain by the differential reproducing kernel approximation and the displacement boundary condition are impored by the penalty method. In the numerical example we analysis three types of plates under various loading：simply supported rectangular plated under sinusoidal load, simply supported and uniformly loaded rectangular plates, rectangular plates with all edges built in, rectangular plates with two opposite edges simply supported and the other two edges clamped, and compare the maximum displacement and maximum moment with the analytical solution.
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