Fullscale Experiment of a Steel Frame reinforced by the Stud-type Damper using Steel Shear Panels

DOI

Bibliographic Information

Other Title
  • 間柱型制振ダンパーで耐震補強した実大鋼骨組の載荷実験

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Description

This paper presents a construction experiment of a stud-type damper using shear panels and a loading test of a fullscale steel frame reinforced by the damper. First, ways of connecting the damper to existing beams or concrete slab are proposed. Secondly, the construction experiment and the loading test were conducted. Test results are summarized as follows ; (1) the damper was placed on the steel frame without any difficulty, (2) the hysteresis loops of the specimen were stable up to the loading cycle of 0.02 rad and the specimen formed collapse mechanism as expected, (3) connections between the damper and beams did not collapse through the loading test. Finally, it is verified that the stiffness and yield strength of the damper can be predicted very well by the presented mechanical model.

Journal

  • Kou kouzou rombunshuu

    Kou kouzou rombunshuu 17 (65), 65_15-65_25, 2010

    Japanese Society of Steel Construction

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Details 詳細情報について

  • CRID
    1390282680290326400
  • NII Article ID
    130004548689
  • DOI
    10.11273/jssc.17.65_15
  • ISSN
    18840329
    18809928
  • Text Lang
    en
  • Data Source
    • JaLC
    • CiNii Articles
  • Abstract License Flag
    Disallowed

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