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框架结构梁柱构件转动约束刚度精确解研究 被引量:1

Research on the FEM Solution of the Rotational Restraint Stiffness of Beams and Columns in Frame Structures
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摘要 钢框架中梁柱构件的转动约束刚度是重要的参数。它在钢框架构件耐火极限计算及抗火设计中有很重要的应用。以一个典型4跨6层纯框架为例,用有限元方法计算了该框架结构所有梁柱构件的转动约束刚度,并且对各种约束刚度的影响因素进行了分析。 The rotational restraint stiffness of beams and columns in frame structure is a very important parameter.In calculating the frame member's fire resistance and anti fire design,this parameter is of vital importance.This paper used the FEM to calculate the rotational restraint stiffness of every beam and column in a typical 4 bay 6 story frames,and analyzed the factors that influence this parameter.
作者 汤文科
出处 《江西科学》 2010年第2期224-228,共5页 Jiangxi Science
关键词 框架结构 转动约束刚度 有限元方法 Frame structure Rotational restraint stiffness FEM
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参考文献4

  • 1李国强,郭士雄.约束钢梁高温下大变形状态分析[J].同济大学学报(自然科学版),2006,34(7):853-858. 被引量:14
  • 2Liu T C H,Fahad M K,Davies J M.Experimental investigation of behaviour of axially restrained steel beams in fire[J].Journal of Constructional Steel Research,2002,58:1211-1230.
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二级参考文献4

  • 1WANG Y C.Steel and composite structures:behaviour and dsign for fire safety[M].London:Spon Press,2002.
  • 2Liu T C H,Fahad M K,Davies J M.Experimental investigation of behaviour of axially restrained steel beams in fire[J].Journal of Constructional Steel Research,2002,58:1211.
  • 3WANG Y C.The importance of considering whole structural behaviour in fire[C]//J Y Richard liew.International symposium on structure in fire.Singapore:Singapore Structural Steel Society.2002:119-132.
  • 4李国强,贺军利,蒋首超.约束钢梁的抗火试验与验算[J].土木工程学报,2000,33(4):23-26. 被引量:35

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