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- W2912023061 abstract "采用有限元方法对钢结构屋顶承板进行承载力的稳定性分析.计算屋顶承板结构模型的总体刚度矩阵时考虑结构的几何效应,以载荷增量法逐渐对结构增加载荷,求出载荷与结构变形的关系,并由总体刚度矩阵来判定是否为奇异矩阵,进而计算出弹性屈曲载荷.将有限元计算结果与试验结果进行比较,通过分析发现有限元分析所得屈曲载荷值与在试验中获得的屈曲载荷值很相似,误差在9%以内." @default.
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- W2912023061 date "2007-01-01" @default.
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- W2912023061 title "THE ANALYSIS OF THE STABILITY OF THE STEEL ROOF DECK" @default.
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