NUMERICAL ANALYSIS STUDY ON LATERAL BRACING WITH LOAD-CARRYING CAPACITY FOR WIDE FLANGE BEAMS SUBJECTED TO CYCLIC LOADING

DOI Web Site Web Site 1 Citations 2 References
  • YU Zheng
    Graduate Student，Kyoto Institute of Technology, M. Eng.
  • KANAO Iori
    Assoc. Prof., Kyoto Institute of Technology, Ph. D.
  • MORISAKO Kiyotaka
    Trustee, Vice-President, Kyoto Institute of Technology, Dr. Eng.

Bibliographic Information

Other Title
  • 繰返し載荷を受けるH形鋼梁の保有耐力横補剛に関する数値解析的研究
  • クリカエシサイカ オ ウケル Hガタコウリョウ ノ ホユウ タイリョク オウホゴウ ニ カンスル スウチ カイセキテキ ケンキュウ

Search this article

Abstract

This paper presents a numerical study on the effect of lateral bracing with load-carrying capacity for beams subjected to cyclic loading, and proposes a new lateral bracing arrangement method. The current Japanese standard adopts two lateral bracing methods with load-carrying capacity. One is the method to locate lateral bracings equally, the other is to locate lateral bracings near the plastic hinge first and brace the remainder of the beam according to allowable stress requirements. In the proposed method, lateral bracings are located at the position with beam-ends and the remainder as equal distance of lb/iy≤100.

Journal

Citations (1)*help

See more

References(2)*help

See more

Keywords

Details 詳細情報について

Report a problem

Back to top