床スラブに接着したシアキープレートによる鋼構造用耐震補強ブレースの接合方法に関する実験研究  [in Japanese] EXPERIMENTAL STUDY ON JOINT OF SEISMIC RETROFITTING BRACE FOR STEEL STRUCTURE USING SHEAR-KEY PLATE ADHERED TO CONCRETE SLAB  [in Japanese]

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Author(s)

Abstract

Incorporating additional braces is representative method for seismic retrofit for steel structure. On this occasion, noise and vibration often break out by welding and floor concrete removal during the site work, so seismic retrofits are hard to enforce. The former report proposed a joint method using epoxy resin and chemical anchors. This joint method had less noise and vibration, on the other hand, caused tension stress on the surface of concrete. This paper proposes the improved joint method by using a shear-key plate. This method doesn't directly adhere the joint element to a concrete, adheres a shear-key plate to concrete. This paper reports about the loading tests of the joint portion and the cyclic loading tests of frames to evaluate the dynamic characteristics of this joint.

Journal

  • Journal of Structural and Construction Engineering (Transactions of AIJ)

    Journal of Structural and Construction Engineering (Transactions of AIJ) 70(596), 133-140, 2005

    Architectural Institute of Japan

References:  6

Cited by:  1

Codes

  • NII Article ID (NAID)
    110004839820
  • NII NACSIS-CAT ID (NCID)
    AN10438559
  • Text Lang
    JPN
  • Article Type
    Journal Article
  • ISSN
    1340-4202
  • NDL Article ID
    7687841
  • NDL Source Classification
    ZN1(科学技術--建設工学・建設業)
  • NDL Call No.
    Z16-1419
  • Data Source
    CJP  CJPref  NDL  NII-ELS  J-STAGE  AIJ 
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