期刊文献+

半刚性节点特性及模拟方式

Characteristics of semi-rigid nodes and simulation patterns
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摘要 介绍了梁柱半刚性连接的类型,讨论了各种常用梁柱半刚性连接的特性,着重分析了几个能够模拟半刚性连接的弯矩转角特性的计算公式,强调在钢建筑分析中记入非线性特征的重要性。 The types of semi-rigid connection of beam and column are introduced. In view of the characteristics of several common semi-rigid connection types of beam and column the calculation formula of moment angle are mainly analyzed, which can simulate the semi-rigid connection of beam and column. In the end the importance of the introduction of nonlinear features in steel structure analysis is emphasized.
出处 《山西建筑》 2007年第34期77-78,共2页 Shanxi Architecture
关键词 半刚性节点 受力特性 模拟方式 非线性 semi-rigid node, fore peculiarity, simulation pattern, nonlinear
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参考文献4

  • 1Alfredo Reyes-Salazart.Dissipation of energy in steel frames with PR connections[J].Structural engineering and mechanics,2000,9(3):14-15.
  • 2丁洁民,沈祖炎.一种半刚性节点的实用计算模型[J].工业建筑,1992,22(11):29-32. 被引量:26
  • 3Frye,M.J,Morris,G.A.Analysis of flexibly connected steel frames[J].Canadian Journal of Civil Engineer,2000(23):280-291.
  • 4Lui,E.M.,Chen,W.F.(1986) Analysis and behavior of flexiblyjointed frames[J].Engineering Structures,2004(8):107-118.

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