• DocumentCode
    3054743
  • Title

    Experiment study of buckling-restrained brace and PFD-BRB system

  • Author

    Zhang, Jigang ; Zhang, Jingjing

  • Author_Institution
    Sch. of Civil Eng., Qingdao Technol. Univ., Qingdao, China
  • fYear
    2011
  • fDate
    26-28 July 2011
  • Firstpage
    4418
  • Lastpage
    4421
  • Abstract
    A new-typed PFD-BRB frictional damping brace system is put forward, whose Pall´s frictional damping (PFD) braces are buckling restrained braces (BRB) instead of conventional braces. Static cyclic tests were conducted on steel buckling-restrained braces (BRB) and PFD-BRB system. The results demonstrate a desirable hysteretic behavior and energy absorption capacity. The PFD-BRB system can undergo fully-reversed axial yield cycles, the hysteretic loop of damper is full, and the BRB is also confirmed to have nearly the same yielding stress and ultimate strength under tension and compression. The results calculated by using the ANSYS are similar to those from the tests, which demonstrate the validity of the model and parameters of the brace.
  • Keywords
    buckling; damping; friction; mechanical testing; yield stress; ANSYS; PFD-BRB frictional damping brace system; Pall frictional damping; compression; energy absorption capacity; hysteretic behavior; static cyclic test; steel buckling-restrained brace; tension; ultimate strength; yielding stress; Absorption; Civil engineering; Damping; Educational institutions; History; Phase frequency detector; Steel; ANSYS; Buckling-restrained Brace; PFD-BRB; Pall-typed frictional damper; hysteretic characteristics; static cyclic loading tests;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Multimedia Technology (ICMT), 2011 International Conference on
  • Conference_Location
    Hangzhou
  • Print_ISBN
    978-1-61284-771-9
  • Type

    conf

  • DOI
    10.1109/ICMT.2011.6003295
  • Filename
    6003295