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數種框筒結構分析方法之研究比較

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表 4-1 Coull 計算內力位移的函數表[3]  α   β   1 2 1.17 1.00 2.67 0.57w w wmmmα=++ + 1 2 3.50 12.6011.20 10.08f f fmmmβ=++ + 集中載重 P 2 2 0.29 1.00 2.67 0.57w w wmmmα=++ + 2 2 0.88 12.6011.20 10.08f f fmmmβ=++ + 1 2 2.57 1.12 2.94 0.64w w wmmmα=++ + 1 2 7.72 14.1512.35
圖 2-4.One Shell Plaza 大樓的平面佈置圖[16]
圖 2-7.最典型的束形框筒結構 美國芝加哥市 Sears 大樓[17]
圖 2-10.美國邁阿密市 Wachovia Financial Center 平面佈置圖[16]
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