Response Analysis of a Concrete Cask Subjected to Seismic Motions by MPS method

Bibliographic Information

Other Title
  • MPS法によるコンクリートキャスクの地震応答解析

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Description

We developed a new method for the analysis of the dynamic systems of elastic materials which include backlashes by using Moving Particle Semi-implicit (MPS) method. Rigid-elastic interaction model is newly introduced for the effective analysis. We applied the method for the analysis of the concrete cask subjected to seismic motions. The seismic data which was observed in Kobe in 1995 is used in the present study. The rocking angle and displacement of the concrete cask is evaluated by the simulation and compared with those in literature. It is shown that our model can perform the simulations effectively and the results are in good agreement with those of the reference data.

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Details 詳細情報について

  • CRID
    1390288469025544192
  • NII Article ID
    130008056285
  • DOI
    10.11421/jsces.2008.20080026
  • ISSN
    13478826
    13449443
  • Text Lang
    ja
  • Article Type
    journal article
  • Data Source
    • JaLC
    • CiNii Articles
    • KAKEN
  • Abstract License Flag
    Disallowed

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