Taking a simply supported plate with displacement degrees of freedom as a simulation example, the simulation results show the validity of the presented method.

以四边简支的具有位移自由度板作为数值算例，结果表明该方法是可行的。

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For simply supported annular plate under linear load, the limit load analysis was investigated by applying unified strength theory.

对于线性荷载作用下外简支环板，引入统一强度理论，进行了极限荷载分析。

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For example, a square plate with four edges simply supported and clamped have been calculated and analyzed.

以四边简支和平夹的正方形板为例进行了计算和分析。

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