中大學術數位典藏-NCU Institutional Repository-提供博碩士論文、考古題、期刊論文、研究計畫等下載:Item 987654321/99696
English  |  正體中文  |  简体中文  |  Items with full text/Total items : 94201/94201 (100%)
Visitors : 81558071      Online Users : 3295
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
Scope Tips:
  • please add "double quotation mark" for query phrases to get precise results
  • please goto advance search for comprehansive author search
  • Adv. Search
    HomeLoginUploadHelpAboutAdminister Goto mobile version


    Please use this identifier to cite or link to this item: https://ir.lib.ncu.edu.tw/handle/987654321/99696


    Title: Reliability Analysis of Rock Wedge Stability: Knowledge-Based Clustered Partitioning Approach
    Authors: 莊長賢;Lee, Ya-Fen;Chi, Yun-Yao;Juang, C. Hsein;Lee, Der-Her
    Contributors: 工學院土木工程學系
    Keywords: Applied sciences;Buildings. Public works;Computation methods. Tables. Charts;Exact sciences and technology;Geotechnics;Knowledge base;Parameter uncertainty;Parameters;Partitioning;Reliability analysis;Rock;Search methods;Soil mechanics. Rocks mechanics;Structural analysis. Stresses;Technical Papers;Wedges
    Date: 2012-06-06
    Issue Date: 2026-04-21 13:28:36 (UTC+8)
    Publisher: American Society of Civil Engineers (ASCE);Reston, VA: American Society of Civil Engineers
    Abstract: 摘要: AbstractIn this paper a knowledge-based clustered partitioning technique is developed for determining reliability index and failure probability of rock wedge. Here, the a reliability index is analyzed and the optimization is carried out using a knowledge-based clustered partitioning (KCP) technique. The reliability index computed with this KCP technique is compared with those using other approaches such as the Excel Solver-based method. The new technique for determining the reliability index involves a global search method and is found effective and efficient. Reliability analysis with this KCP technique is then used to examine the influence of parameter uncertainties and correlations among the parameters on the failure probability of rock wedges. Significant findings are derived from the sensitivity and parametric analysis.
    出版者: Reston, VA: American Society of Civil Engineers
    出版日期: 2012-06-01
    出處: Journal of geotechnical and geoenvironmental engineering, 2012-06, Vol.138 (6), p.700-708
    資源來源: EBSCOhost Academic Search Premier
    版權: 2012. American Society of Civil Engineers
    版權: 2014 INIST-CNRS
    識別號: ISSN: 1090-0241
    識別號: EISSN: 1943-5606
    識別號: DOI: 10.1061/(ASCE)GT.1943-5606.0000618
    Appears in Collections:[Department of Civil Engineering] journal & Dissertation

    Files in This Item:

    File Description SizeFormat
    index.html0KbHTML13View/Open


    All items in NCUIR are protected by copyright, with all rights reserved.

    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