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港灣構造物耐震性能設計架構 之研究(1/4)

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圖 7.5 圓筒式碼頭之破壞模式 ............................................................... 7-8 圖 7.6 圓筒斷面變形之破壞模式 ...........................................................
表 5-19 JRA(2002)耐震性能二對應之性能標準 ............................ 5-35 表 5-20 JRA(2002)耐震性能三對應之性能標準 ...........................
表 5-42 日本港灣棧橋式碼頭性能可接受標準值 .............................. 5-71 表 5-43 日本港灣棧橋式碼頭基樁之性能可接受標準值 .................
圖 1.2  神戶地震沉箱側移引起起重機柱腳降伏彎曲
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