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Liu Zhilei, Dai Guoxin, Nie Shidong. SEPARATING RESEARCH ON STABILITY CONDITION OF H-SECTION AND I-SECTION STEEL BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 25-27. doi: 10.13204/j.gyjz200906006
Citation: Liu Zhilei, Dai Guoxin, Nie Shidong. SEPARATING RESEARCH ON STABILITY CONDITION OF H-SECTION AND I-SECTION STEEL BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 25-27. doi: 10.13204/j.gyjz200906006

SEPARATING RESEARCH ON STABILITY CONDITION OF H-SECTION AND I-SECTION STEEL BEAMS

doi: 10.13204/j.gyjz200906006
  • Received Date: 2009-02-20
  • Publish Date: 2009-06-20
  • Hot rolled H-section steel is a kind of highly efficient and economical sectional material.It has a wide flange,good lateral rigidity and better performance in bending.Currently homemade H-section steel is classified as Wide,Medium,Narrow and Thin sections.Provisions of H-section steel beam on stability in Code for Design of Steel Structures are borrowed from those of I-section or buildup section beam.Contribution of good sectional properties of H-section steel to stability is not embodied.It is necessary and urgent to research H-section and I-section steel beam separately so that control condition of stability for homemade H-section beam is obtained and the code is improved timely.Starting from the principle of over-all stability,it calculates reduction coefficients of H-section steel beam according to formulas in the code,and presents control condition of stability more suitable for homemade H-section beam.The conclusion is a basis for the revision of Code for Design of Steel Structures and a reference for steel constructions.
  • 钱健清.国产H型钢的质量分析[J].新型建筑材料,2000(11):45-47;
    [2] GB/T 11263-2005热轧H型钢和剖分T型钢[S];
    [3] GB 50017-2003钢结构设计规范[S];
    [4] GB/T 11263-1998热轧H型钢和剖分T型钢[S]
    [5] 戴国欣,王浩科,刘海鑫,等.国产轧制H型钢梁整体稳定几何控制条件[J].钢结构,2004,19(4):62-64.
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