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Volume 35 Issue 4
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2005  >  35(4): 85-87
Xu Weiliang, Zheng Tingyin, Sun Yukun. SIMPLIFIED ANALYSIS OF UNBRACED STEEL FRAME WITH SEMI- RIGID CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 85-87. doi: 10.13204/j.gyjz200504025
Citation: Xu Weiliang, Zheng Tingyin, Sun Yukun. SIMPLIFIED ANALYSIS OF UNBRACED STEEL FRAME WITH SEMI- RIGID CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 85-87. doi: 10.13204/j.gyjz200504025
shu

SIMPLIFIED ANALYSIS OF UNBRACED STEEL FRAME WITH SEMI- RIGID CONNECTION

doi: 10.13204/j.gyjz200504025
  • 1.

    1. Zhej iang University of Technology Hangzhou 31 0014;

  • 2.

    2. Nanj ing University of Technology Nanjing 210009

  • Received Date: 2004-10-20
  • Publish Date: 2005-04-20
    Abstract
  • The beam element stiffness matrix of semi-rigidly connected steel frames is derived by using a rotation spring?which has variable stiffness to model bending behavior of beam- column semi-rigid connection.And by introducing a modified?beam linear stiffness and a modified beam rotation stiffness respectively, the equivalent substitution rigidly connected frame?method and the non- shear force distribution method are applied in structural analysis of unbraced steel frame with semi-rigid?connections.Those two kinds of calculation methods are relatively simple and easy.
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    • References(6)
  • [2] Balaur S D, James W O. Interactive Design of Semirigid Steel Frames.J. of Struct. Engrg., 1999(5):556~564;
    Nethercot D A. Utilisation of Experimentally Obtained Connection Data inAssessing the Performance of Steel Frames. In: Proceedings, ASCE, 1985;
    [3] 杨艹弗康, 李家宝.结构力学(上、下册).第三版.北京:高等教育出版社, 1984;
    [4] 徐伟良, 吴惠弼.半刚性连接钢框架非线性分析的修正塑性区法.重庆建筑大学学报, 1995, 17(3):35~42;
    [5] Wood R H. Effective Lengths of Columns in Mult-i Story Buildings- Part2. The Structural Engineer, 1974, 52(8):295~302;
    [6] 徐伟良, 蒋菡, 李辉.无侧移柔性连接钢框架的简化分析.工程力学, 2000(增刊):675~680
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