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港灣構造物耐震性能設計架構之 研究(2/4)

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圖 1.1  神戶地震重力式沉箱碼頭側移滑動破壞
圖 1.4  集集地震臺中港土壤液化引起破壞
圖 2.3 NCEER 土壤液化潛能評估流程
圖 2.5  土壤之深度-折減係數關係圖  b.液化阻抗比(Cyclic Resistance Ratio,CRR)
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