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钢结构建筑组合节点的分析模型 被引量：1

ANALYTICAL MODELS OF COMPOSITE CONNECTIONS FOR STEEL BUILDINGS
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摘要 针对钢 -混凝土组合节点的工作特性 ,简要介绍了组合节点的 4种分析模型 。 In this paper,being aimed at working characteristics of steel-concrete composite connection,several theoretical models are presented,which may be an useful in the structural analysis and design of the composite connection.
作者 何天森 李国强 周宏宇 肖勇
机构地区 同济大学建筑工程系 威尔士大学土木工程系
出处 《钢结构》 2003年第4期25-28,共4页 Steel Construction
关键词 钢结构 组合节点 组合梁 抗弯刚度 内力 位移 composite structure composite connection semi-rigid connection composite beam shear stud profiled sheet nonlinearity
分类号 TU391 [建筑科学—结构工程]
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参考文献8

  • 1Shi Y J, Shan S L. et al. Modeling for Moment - Rotation Characteristic for End - Plate Connections.Journal of Structural Engineering, 1996(11):1 300-1 306.
  • 2Liew J Y R. Testing of Steel - Concrete Composite Connections and Appraisal. of Results. Journal of Constructional Steel Research, 2000,56:117-150.
  • 3Faella C. One- Dimension Finite Approach for the Analysis of Steel-Concrete Frames. In: First International Conference on Steel & Composite Structures. Korea:2001.1 245.
  • 4Aribert J M. Partial Shear Connection Adjacent to Beam-to-Column Composite Joint Subject to Static and Cyclic Loads. In: First International Conference on Steel & Composite Structures. Korea:2001. 495.
  • 5Xiao Y. Composite Connections in Steel and Concrete. Ⅱ : Moment Capacity of End Plate Beam to Column Connections.Journal of Constructional Steel Research, 1996, 37: 63- 90.
  • 6Xiao Y. Composite Connections in Steel and Concrete. I:Experimental Behavior of Composite Beam - Column Connections. Journal of Constructional Steel Research, 1994. 31:3-30.
  • 7Liew J Y R. Inelastic Analysis of Steel Frames with Composite Beams. Journal of Structural Engineering, 2001(2) : 194-202.
  • 8Liew J Y R. Advanced Inelastic Analysis of Steel and Composite Frames. In: First International Conference on Steel & Composite Structures. Korea: 2001. 303.

同被引文献9

  • 1史永彬,贾连光,许峰,徐晓霞,刘迎春.轻钢框架节点在反复荷载作用下的有限元模拟分析[J].沈阳建筑大学学报（自然科学版）,2005,21(3):211-214. 被引量：6
  • 2Ahmed B,Netherco D.Design of flush endplate connections in composite beams[J].The Structural En-gineer,1997,75 (14):233-244.
  • 3Brown N D,Anderson D.Structural properties of composite major axis end-plate connections[J].Con-struct Steel Research,2001,57:327-349.
  • 4Comité Européen de Normalisation (CEN).PREN 1993-1-8:2003 Eurocode 3:Design of steel structures-Part 1-8:Design of joints[S].European Committee for Standardization.Brussels:[s.n.],2003.
  • 5Comité Européen de Normalisation(CEN).PRENI994-1-2:2000 Eurocode 4:Design of composite steel and concrete structures Part 1-2:Structural rules-structural fire design[S].European Committee for Standardization.Brussels:[s.n.],2000.
  • 6British Standard Institution (BSI).Structural use of steelwork in building-Part 1:Code of practice for de-sign-Rolled and welded sections[S].Civil Engineer-ing and Building Structures Standards Policy Committee.London:[s.n.],2001.
  • 7王文波.钢框架梁柱齐平端板连接组合节点性能研究[D].哈尔滨:哈尔滨工业大学土木工程学院,2005.
  • 8Shao Yongsong,Jin Lu,Liu Hongbo,et al.Research on performance of reduced web connections in steel frame[J].Key Engineering Materials,2008,385:265-268.
  • 9Puhali R,Iztok S,Zandonini R.Semi-rigid composite action:Experimental analysis and a suitable model[J].Construct Steel Research,1990 (15):121-151.

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钢结构
2003年 第4期

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