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題名 | Super-structural Behavior of Damaged Extradosed Bridges with Considering Soil-Structure Interaction=考慮基礎互制下受損脊背橋之上部結構行為 |
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作者 | 許宗傑; 陳冠雄; 葉皆岐; | 書刊名 | 國立金門大學學報 |
卷期 | 3 2013.03[民102.03] |
頁次 | 頁37-49 |
分類號 | 441.86 |
關鍵詞 | 脊背橋; 動力反應; Bouc-Wen模式; 鋼索瞬間斷裂; 結構與土壤互制; Extradosed bridge; Nonlinear time history analysis; Bouc-Wen model; Cable rupture; Soil-structure interaction; |
語文 | 英文(English) |
中文摘要 | 本論文研究目的在探討結構與土壤互制在脊背橋鋼索斷裂之影響,主要以單根與雙根鋼索瞬間斷裂之影響為考慮要項。其基樁之土壤界面採用Bouc-Wen模式,並模擬遲滯阻尼。最後再檢討鋼索斷裂所產生的動力放大係數值與PTI所建議之動力放大係數值之安全性。 |
英文摘要 | The objective of this research is to investigate effects of soil-structure interaction on cable rupture of extradosed bridge. A three span extadosed bridge in Taiwan has been served as an illustrated example to insight these effects. The cable rupture scenarios performed in this research include one-cable rupture and two-cable rupture. The soil-structure interaction of bridge foundations is modelling with Winkler foundation Bouc-Wen model is adopted to account for inelastic responses of soil surrounding the piles. The amplification factors of cable rupture are computed with and without soil-structure interaction for comparison. |
本系統之摘要資訊系依該期刊論文摘要之資訊為主。