• DocumentCode
    509210
  • Title

    Research on the Mechanical Behavior and Strength Calculation of Solid Steel Reinforced Concrete Special-Shaped Columns

  • Author

    Chen, Zong-ping ; Xue, Jian-yang

  • Author_Institution
    Coll. of Civil Eng. & Archit., Guangxi Univ., Nanning, China
  • Volume
    3
  • fYear
    2009
  • fDate
    26-27 Dec. 2009
  • Firstpage
    570
  • Lastpage
    573
  • Abstract
    In order to reveal the mechanical behavior of solid steel reinforced concrete special-shaped columns, 5 specimens were designed for low cyclic reversed loading test. The failure patterns, loading-displacement hysteretic curves, displacement ductility, ultimate rotation capacity, energy dissipation capacity were obtained from the test. Experimental study results shown that solid steel reinforced concrete special-shaped columns have strong bearing capacity, displacement ductility good, large ultimate rotation capacity, full hysteretic loop, excellent seismic energy dissipation ability. In the end, the calculation formula about normal section bearing capacity and shear capacity are given. the calculating results are in good agreement with test .All of this may be help for engineering designation and construction.
  • Keywords
    ductility; reinforced concrete; shear strength; steel; displacement ductility; energy dissipation capacity; loading-displacement hysteretic curves; mechanical strength; normal section bearing capacity; seismic energy dissipation ability; shear capacity; solid steel reinforced concrete special-shaped columns; ultimate rotation capacity; Civil engineering; Concrete; Energy dissipation; Hysteresis; Information management; Innovation management; Solids; Steel; Testing; Welding; mechanical behavior; solid steel; special-shaped columns; steel reinforced concrete (SRC);
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Information Management, Innovation Management and Industrial Engineering, 2009 International Conference on
  • Conference_Location
    Xi´an
  • Print_ISBN
    978-0-7695-3876-1
  • Type

    conf

  • DOI
    10.1109/ICIII.2009.448
  • Filename
    5369682