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。
应用推荐