複数のFEMプログラムによる解析結果の比較と考察 : 重力式擁壁の動的解析の例  [in Japanese] Comparative Study on Seismic Behavior of a Retaining Wall by Several FEM Programs  [in Japanese]

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Author(s)

Abstract

This paper discusses results of finite element analysis (FEA) done by several researchers using different FE codes. Two researchers simulated centrifuge models of a gravity type retaining wall which was founded in dry sand and subjected to moderate to strong base shakings. Although the FE codes employed different constitutive models and the researcher chose considerably different quantity of strength parameter of the soil, results from both analysis including translation and rotation of the retaining wall and deformation of soil compared reasonably well with the test results.

Journal

  • 土と基礎 = Soil mechanics and foundation engineering

    土と基礎 = Soil mechanics and foundation engineering 53(8), 22-24, 2005-08-01

    地盤工学会

References:  4

Codes

  • NII Article ID (NAID)
    110003969293
  • NII NACSIS-CAT ID (NCID)
    AN0014925X
  • Text Lang
    JPN
  • Article Type
    ART
  • ISSN
    00413798
  • NDL Article ID
    7438068
  • NDL Source Classification
    ZN1(科学技術--建設工学・建設業)
  • NDL Call No.
    Z16-161
  • Data Source
    CJP  NDL  NII-ELS  NDL-Digital 
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