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HYSTERESIS MODEL AND SEISMIC RESPONSE CHARACTERISTIC OF HYSTERESIS DAMPER USING BENT STEEL PLATES FOR BASE-ISOLATED STRUCTURES

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Bibliographic Information

Other Title
  • 曲げ加工された鋼板を用いた免震構造用履歴型ダンパーの復元カモデルおよび地震応答性状
  • 曲げ加工された鋼板を用いた免震構造用履歴型ダンパーの復元力モデルおよび地震応答性状
  • マゲ カコウ サレタ コウバン オ モチイタ メンシンコウゾウヨウ リレキガタ ダンパー ノ フクゲンリョク モデル オヨビ ジシン オウトウ セイジョウ

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Abstract

<p>In this study, a hysteresis model of hysteresis dampers using bent steel plates for base-isolated structu res (BSPD) is proposed. The BSPD comprise four bent steel plates bent into a trapezoid. The bent steel plates are connected together in the shape of a cross. Since the mechanical behavior of the BSPD depends on the shape of the bent steel plates, the influence of the shape on the seismic response characteristics of base-isolated structures is investigated.</p>

Journal

  • Kou kouzou rombunshuu

    Kou kouzou rombunshuu 26 (103), 103_45-103_54, 2019-09-27

    Japanese Society of Steel Construction

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Details

  • CRID
    1390848647544822784
  • NII Article ID
    40022034138
    130007898164
  • NII Book ID
    AN10461153
  • DOI
    10.11273/jssc.26.103_45
  • ISSN
    18840329
    18809928
  • NDL BIB ID
    030010230
  • Text Lang
    ja
  • Data Source
    • JaLC
    • NDL
    • CiNii Articles
    • KAKEN
  • Abstract License Flag
    Disallowed

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