構面外剛性の低い接合部による接合された座屈拘束ブレースの座屈安定性  [in Japanese] STABILITY OF BUCKLING-RESTRAINED BRACES AFFECTED BY THE OUT-OF-PLANE STIFFNESS OF THE JOINT ELEMENT  [in Japanese]

Access this Article

Search this Article

Author(s)

Abstract

Recently, Buckling-restrained-braces (BRB) has been widely used in steel building frames as seismic energy dissipation members. In these braces, connections are designed as rigid in rotation for in-plane direction, while joint rotation subjected to story drift being absorbed by slight angle at the end of plastic area of core plate in restrain tube. On contrary, for out-of-plane direction, it is sometimes difficult to design connection as rigid in rotation, and three-hinge instability including connections and core-end hinges is concerned. If the brace member including connections becomes instable, BRB cannot fulfill its function as energy dissipation devices. In this paper, out-of-plane stiffness of various types of gusset-plate connections including bolted joint system are tested, and required conditions of the connections for stable BRB's action are analyzed and discussed.

Journal

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

    Journal of Structural and Construction Engineering (Transactions of AIJ) 69(575), 121-128, 2004

    Architectural Institute of Japan

References:  6

Cited by:  9

Codes

  • NII Article ID (NAID)
    110004092454
  • NII NACSIS-CAT ID (NCID)
    AN10438559
  • Text Lang
    JPN
  • Article Type
    Journal Article
  • ISSN
    1340-4202
  • NDL Article ID
    6818604
  • 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 
Page Top