八角形断面鋼製橋脚の耐震設計のための簡易解析法の開発

書誌事項

タイトル別名
  • A simplified numerical method for seismic design of steel piers with octagonal cross-section

この論文をさがす

説明

A nonlinear FEM is employed to analyze the ultimate behavior of steel octagonal-section columns composed of plate with various width-thickness ratios. From numerical results, equivalent averaged stress-strain relations for steel octagonal-section columns including the effect of local buckling are derived. The equivalent stress-strain relations for cyclic loading are also formulated. By introducing the equivalent stress-strain relations into a frame analysis, a numerical method, which is capable of analyzing ultimate behavior consideration of local buckling, is developed. Accuracy of the proposed method is shown through several numerical examples.

収録刊行物

  • 鋼構造論文集

    鋼構造論文集 10 (37), 79-90, 2003

    一般社団法人 日本鋼構造協会

詳細情報 詳細情報について

  • CRID
    1390282680290308608
  • NII論文ID
    130004301202
  • DOI
    10.11273/jssc1994.10.79
  • ISSN
    18840329
    18809928
  • 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

問題の指摘

ページトップへ