This new stiffened plate element has the same degree of freedom as regular plate elements.
任意加筋板单元具有和常规板单元相同的自由度。
The result indicates, rod-plate finite element model are effectiveness and rational to model the stiffened-panel structure under eccentricity load.
对比结果表明，杆板组合有限元模型能有效合理地简化偏心受载的加筋板结构。
The result indicates, rod-plate finite element model are effectiveness and rational to model the stiffened-panel structure under eccentricity load.
对比结果表明，杆板组合有限元模型能有效合理地简化偏心受载的加筋板结构。
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