Proposal of design procedure to ensure story stiffness of steel moment-resisting frame having beam-to-column connections with exterior diaphragms

DOI

Bibliographic Information

Other Title
  • 外ダイアフラム形式柱梁接合部を有する鋼構造骨組の層剛性を確保するための設計手順の提案

Abstract

<p>We have developed a beam-to-column connection which has small projection exterior diaphragms using thicker steel plates than the conventional ones. This study aims to propose a rational design procedure for a steel moment-resisting frame (MRF) with exterior diaphragms. The design procedure focuses on the reduction rate of story stiffness of MRF with exterior diaphragms to that with rigid connections. The recommended optimum value of the reduction rate of story stiffness is proposed by static incremental analysis and time history response analysis.</p>

Journal

  • Kou kouzou rombunshuu

    Kou kouzou rombunshuu 29 (116), 116_13-116_28, 2022-12-26

    Japanese Society of Steel Construction

Keywords

Details 詳細情報について

  • CRID
    1390857512439767296
  • DOI
    10.11273/jssc.29.116_13
  • ISSN
    18840329
    18809928
  • Text Lang
    ja
  • Data Source
    • JaLC
  • Abstract License Flag
    Disallowed

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