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Guo Bingshan, Zhuang Xiaoyong. DISCUSSION ON LENGTH OF LINK BEAM OF K SHAPE ECCENTRICALLY BRACED STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 81-85,65. doi: 10.13204/j.gyjz200703020
Citation: Guo Bingshan, Zhuang Xiaoyong. DISCUSSION ON LENGTH OF LINK BEAM OF K SHAPE ECCENTRICALLY BRACED STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 81-85,65. doi: 10.13204/j.gyjz200703020

DISCUSSION ON LENGTH OF LINK BEAM OF K SHAPE ECCENTRICALLY BRACED STEEL FRAMES

doi: 10.13204/j.gyjz200703020
  • Received Date: 2006-09-20
  • Publish Date: 2007-03-20
  • It was performed nonlinear finite element analysis for K shape eccentrically braced steel frames on differentlength of link beam. Analysis indicates that the strength, rigidity, ductility and energy -dissipation performance of K shapeeccentrically braced steel frames deteriorate differently with the length increase of link beam. The shorter the link beam is,the larger plastic deformation of it, so itmakes plastic collapse easily, while a long link beam has a poor cyclic behavior. Atthe end of this paper, suggestions on design of the length of link beam based on finite element simulation results arepresented.
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