English  |  正體中文  |  简体中文  |  全文笔数/总笔数 : 56570/90363 (63%)
造访人次 : 11877277      在线人数 : 151
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU Library IR team.
搜寻范围 查询小技巧:
  • 您可在西文检索词汇前后加上"双引号",以获取较精准的检索结果
  • 若欲以作者姓名搜寻,建议至进阶搜寻限定作者字段,可获得较完整数据
  • 进阶搜寻


    jsp.display-item.identifier=請使用永久網址來引用或連結此文件: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/36199


    题名: On consistent tangent operatio of the gengealized cap model
    其它题名: 廣義帽蓋模式切線勁度矩陣之推證與應用
    作者: 張德文;Chang, Der-wen
    贡献者: 淡江大學土木工程學系
    关键词: 廣義帽蓋模式;非線性土壤行為;負載;應變;切線剛性矩陣;應力分析;有限元素法;剪力特徵;Generalized Cap Model;Nonlinear Soil Behavior;Load;Strain;Tangent Rigidity Matrix;Stress Analysis;Finite Element Method;Shearing Characteristic
    日期: 1993-12
    上传时间: 2010-01-11 10:18:42 (UTC+8)
    摘要: The Generalized Cap model has been developed to simulate the nonlinear soil behavior under large loads. With the basic model equations, material state can be computed for given strain sets. In this work, derivation of its tangent rigidity matrix on basis of the consistent return mapping algorithm is discussed. Application of the solution in the stress analysis is then presented with an investigation on nonlinear dynamic response of roads.
    關聯: 中華民國力學學會第十七屆全國力學會議論文集(上)=Proceedings of the 17th National Conference on Theoretical and Applied Mechanics (I), pp.373-380
    显示于类别:[土木工程學系暨研究所] 會議論文

    文件中的档案:

    没有与此文件相关的档案.

    在機構典藏中所有的数据项都受到原著作权保护.

    TAIR相关文章

    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library & TKU Library IR teams. Copyright ©   - 回馈