EXPERIMENTAL STUDY ON BUCKLING-RESTRAINED BRACES USING STEEL MORTAR PLANKS

DOI

Bibliographic Information

Other Title
  • 鋼モルタル板を用いた座屈拘束ブレースの実験的研究
  • -Strong-axis buckling-mode due to difference in core plate slenderness ratios-
  • ‐芯材細長比の違いによる強軸座屈モード‐

Abstract

The authors have developed a buckling-restrained brace providing stable hysteretic characteristic even under high-strain condition. However, deformation about strong-axis of a core plate may adversely affect the behavior of beams, columns or connections. In this paper, the tendencies of the deformation about strong-axis of a core plate are studied as a parameter by the difference of the core plate slenderness ratios. The number of the buckling modes is calculated using the formula that has been proposed from the past study. And, the influence of the buckling modes about strong-axis on the performance evaluation is considered.

Journal

  • Kou kouzou rombunshuu

    Kou kouzou rombunshuu 20 (78), 78_15-78_21, 2013

    Japanese Society of Steel Construction

Keywords

Details 詳細情報について

  • CRID
    1390001205314747776
  • NII Article ID
    130004548733
  • DOI
    10.11273/jssc.20.78_15
  • ISSN
    18840329
    18809928
  • Text Lang
    ja
  • Data Source
    • JaLC
    • CiNii Articles
  • Abstract License Flag
    Disallowed

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