A nonlineardynamic soil foundation interaction model using fiber element method and its application to nonlinear earthquake response analysis of cable stayed bridge

Bibliographic Information

Title
A nonlineardynamic soil foundation interaction model using fiber element method and its application to nonlinear earthquake response analysis of cable stayed bridge
Author
Harada, T., Nonaka, T., Wang, H., Magoshi, K., Iwamura, M.

Journal

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Details 詳細情報について

  • CRID
    1010282257022175235
  • Article Type
    journal article
  • Data Source
    • KAKEN

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