耐荷機構に基づくケーソン基礎頂版のせん断耐力評価法

書誌事項

タイトル別名
  • EVALUATION OF SHEAR STRENGTH FOR UPPER SLABS OF CAISSON FOUNDATION BASED ON LOAD CARRYING MECHANISM

抄録

 In upper slabs of caisson foundation, a seismic desi gn is difficult with an incr ease in earthquake load. So we carried out loading tests and FEM analysis for upper slabs of caisson foundation. As a result, we proposed a new design method which takes into co nsideration the effective width on the pull out side based on crack pattern of test specimens, which is not considered in the existing design method. Moreover, we proposed a rational design method based on load carrying mechanism for upper slabs of caisson foundation.

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詳細情報 詳細情報について

  • CRID
    1390282680333350784
  • NII論文ID
    130004559807
  • DOI
    10.2208/jscejmcs.67.57
  • ISSN
    21856567
  • データソース種別
    • JaLC
    • Crossref
    • CiNii Articles
  • 抄録ライセンスフラグ
    使用不可

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