ULTIMATE STATIC LOADING TEST OF DISPLACEMENT RESTRAINT PC STEEL BAR BRACE

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  • ASAKAWA Takeshi
    Dept. of Archit., School of Sci. and Tech. for Future Life, Tokyo Denki Univ.
  • SHIMOSE Masaki
    Dept. of Archit., School of Sci. and Tech. for Future Life, Graduate School of Tokyo Denki Univ.
  • FUKAZAWA Kyouzou
    Dept. of Archit., School of Sci. and Tech. for Future Life, Tokyo Denki Univ.
  • KOBAYAKAWA Yuta
    GODA Koumuten Co. Tokyo Honten
  • MIYAZU Yuji
    Dept. of Archit., Faculty of Sci. and Eng., Tokyo Univ. of Science
  • YAMAKAWA Makoto
    Dept. of Archit., Faculty of Eng., Tokyo Univ. of Science

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Other Title
  • 変位制御型PC鋼棒ブレースの終局静的載荷試験

Abstract

<p>Static loading tests of displacement restraint PC steel bar brace, which acts as a central pillar when the displacement reaches a given value, were conducted with and without disc springs at the ends. Then the brace was loaded to the ultimate broken state. The behavior of the brace ends, hysteretic characteristics and axial forces acting on the four PC steel bars were confirmed in these tests. Stress distributions in the gusset plate and rib plates at the brace end were analyzed to determine the end rigid zone length when the brace was replaced with a linear element model.</p>

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