English  |  正體中文  |  简体中文  |  全文筆數/總筆數 : 94201/94201 (100%)
造訪人次 : 81474304      線上人數 : 3276
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
搜尋範圍 查詢小技巧:
  • 您可在西文檢索詞彙前後加上"雙引號",以獲取較精準的檢索結果
  • 若欲以作者姓名搜尋,建議至進階搜尋限定作者欄位,可獲得較完整資料
  • 進階搜尋


    請使用永久網址來引用或連結此文件: https://ir.lib.ncu.edu.tw/handle/987654321/102394


    題名: Forensic diagnosis on flood-induced bridge failure. II: Framework of quantitative assessment
    作者: 吳祚任;Wu, Tso-Ren;Wang, Helsin;Ko, Yung-Yen;Chiou, Jiunn-Shyang;Hsieh, Shih-Chun;Chen, Cheng-Hsing;Lin, Cheng;Wang, Chung-Yue;Chuang, Mei-Hui
    貢獻者: 地球科學學院水文與海洋科學研究所
    關鍵詞: Technical Papers
    日期: 2014-02-01
    上傳時間: 2026-04-23 11:07:57 (UTC+8)
    出版者: American Society of Civil Engineers (ASCE);American Society of Civil Engineers
    摘要: 摘要: AbstractThe failure of the Shuang-Yuan Bridge in Taiwan caused by floods associated with Typhoon Morakot in August 2009 prompted this forensic investigation into its causes. The investigation found multiple factors for the bridge failure: (1) flood flows, (2) river-bend-induced skewed flow, and (3) the effects induced by extended foundation caps and rafted woody debris. A qualitative assessment framework, which includes hydraulic computation, a fluid-solid-coupled model, and foundation stability analysis, is introduced to develop scenario simulations and forensic diagnosis to identify the main causes of the bridge failure. The watershed-wide and local hydraulic conditions are reconstructed using hydraulic computation. The flow field, dynamic water-pressure distributions, scour formation, flood resistance, and flood thrust are efficiently simulated using a fluid-solid-coupled model and foundation stability analysis around the bridge foundations under different hydraulic and environmental conditions. The forensic diagnosis results show that river flooding, extended foundations, skewed flow, and rafted wood aggravated the scour depths and undermined the flood-resistant capacity of the bridge at different severities. In particular, rafted wood contributed to individual fracturing of the bridge piles.
    出版者: American Society of Civil Engineers
    出版日期: 2014-02-01
    出處: Journal of performance of constructed facilities, 2014-02, Vol.28 (1), p.85-95
    資源來源: EBSCOhost Academic Search Premier
    版權: 2014 American Society of Civil Engineers.
    識別號: ISSN: 0887-3828
    識別號: EISSN: 1943-5509
    識別號: DOI: 10.1061/(ASCE)CF.1943-5509.0000393
    顯示於類別:[水文與海洋科學研究所] 期刊論文

    文件中的檔案:

    檔案 描述 大小格式瀏覽次數
    index.html0KbHTML24檢視/開啟


    在NCUIR中所有的資料項目都受到原著作權保護.

    社群 sharing

    ::: Copyright National Central University. | 國立中央大學圖書館版權所有 | 收藏本站 | 設為首頁 | 最佳瀏覽畫面: 1024*768 | 建站日期:8-24-2009 :::
    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library IR team Copyright ©   - 隱私權政策聲明