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钢管混凝土节点的研究现状及待解决问题 被引量:3

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摘要 钢管混凝土结构在我国的高层建筑工程和大跨度桥梁工程中,已经被广泛应用,然而对圆钢管混凝土焊接节点的极限承载力,目前尚缺乏了解和研究。本文对钢管混凝土焊接节点的研究成果进行了评述,指出目前对于钢管混凝土节点承载力研究方面的不足之处。通过对钢管混凝土节点与钢管节点有限元分析结果的比较,指出两者之间在破坏模式、极限承载力和节点域变形有很大的区别,有进行深入研究的必要。
出处 《低温建筑技术》 2009年第8期45-47,共3页 Low Temperature Architecture Technology
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参考文献6

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同被引文献12

  • 1Ferdilmnd Tsehemmecnegg.111 eNon-llnear Behavior of Compeite Joints[J ] .Journal of Constructional SteelResearch, 1992,21 : 59-70.
  • 2JBen Kata.Manom Kimurat Hidehiko Ohta,NaokiMizutani.Connection ofbeamflangeto conereteBlledtubular colunm [A].Composite Construction in Steel and Concrete n[ C ].1993 : 528-538.
  • 3Sbesuke Morino,Jun Kawaguchi, ChihiroYasuzaki, Sateshi Kanazawa.Behavior of concrete-tilled steeltubularlh"e-dimensional subassemblages [A].Composite Construction in Steel and Concrete II[ C ].1993 : 726-741.
  • 4Stephen P Schneider.Yousef M.Afostaz.Experimental Behavior of Connections to Concrete-Filled Steel Tubes.Journal of Comtructional Steel Research[J ].1998, 45(3) : 321-352.
  • 5Shih-Wei Peng,JameflM.Ricles,Le.Wu Lu.Full--Scaletesting of seismically resistantmoment connectionsfor concretetilled tube column-to. wF beam hybrid systems [A]Composite and Hybrid Structures [C].2000, 591-598.
  • 6Toshlaki Fujimoto,Eiiehilnai,Hiroyoshi Tokinoya,MakotoKal, KojlMori, OsamuMori, IsaoNishi yama.Behaviorof beam-to-column connection of CFT column system under seismicforce[A].Composite and Hybrid Structures[ C ].2000,557-564.
  • 7CECS159 2004.矩形钢管混凝土结构技术规程[s].,..
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  • 9方小丹,李少云,陈爱军.新型钢管混凝土柱节点的试验研究[J].建筑结构学报,1999,20(5):2-15. 被引量:76
  • 10张大旭,张素梅.钢管混凝土梁柱节点动力性能试验研究[J].哈尔滨建筑大学学报,2001,34(1):21-27. 被引量:39

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