TONG Genshu. Distortional Buckling of Framed Beams: Stiffener or Fly Bracing?[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(12): 45-47. doi: 10.13206/j.gjgS22101206
Citation: TONG Genshu. Distortional Buckling of Framed Beams: Stiffener or Fly Bracing?[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(12): 45-47. doi: 10.13206/j.gjgS22101206

Distortional Buckling of Framed Beams: Stiffener or Fly Bracing?

doi: 10.13206/j.gjgS22101206
  • Received Date: 2022-10-12
    Available Online: 2023-04-20
  • The concepts ”independent bracing” and “ relative bracing” were explained, fly bracing between bottom flanges of orthogonal framed beams was a type of relative bracing whose functions were played only when the other beam had surplus stiffness and capacity. This paper suggests using stiffener to prevent distorsional buckling of frame beams on the place of 1.5 times the beam height away from the column, and the condition that no stiffener is needed is provided.
  • [1]
    童根树.钢结构的平面内稳定[M].北京:中国建筑工业出版社,2015.
    [2]
    童根树.钢结构的平面外稳定[M].北京:中国建筑工业出版社,2013.
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