梁ばねモデルにおける地盤反力荷重の考え方について

DOI

書誌事項

タイトル別名
  • A CONSIDERATION OF THE DESIGN LOAD FOR THE BEAM-SPRING DESIGN METHOD ON THE SHIELD TUNNEL LINING

抄録

Recently the beam-spring design method (BSDM) has become to be applied to the shield tunnel lining design. The design loads that have fairly larger safety factors are adopted for usual conventional design method in order to simplify the designing and to be on the safe side. The design loads of BSDM should be different from usual design loads, because it is more practical than usual method. The lateral load and bottom-liner reaction load which are reduced by the ground reaction are discussed in this paper. The difference between the deformation mode of each design method have effects on the section force of segments.

収録刊行物

キーワード

詳細情報 詳細情報について

  • CRID
    1390282680378901376
  • NII論文ID
    130004387434
  • DOI
    10.11532/journalte1991.8.373
  • ISSN
    18849091
  • データソース種別
    • JaLC
    • CiNii Articles
  • 抄録ライセンスフラグ
    使用不可

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