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冷弯薄壁型钢门式刚架应用现状 被引量：2

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摘要 本文首先简要介绍了冷弯薄壁型钢门式刚架轻型钢结构体系的特征,然后介绍了具体的工程实例,最后提出了尚有待研究的几个问题,希望能对冷弯薄壁门式刚架的推广和运用起到作用。
作者 徐长征 罗永峰
机构地区 同济大学建筑工程系 蓝璀建筑钢结构(上海)有限公司
出处 《中国建筑金属结构》 2013年第4期70-73,共4页 China Construction Metal Structure
关键词 门式刚架 冷弯薄壁型钢 半刚性节点
分类号 TU337 [建筑科学—结构工程]
  • 相关文献

参考文献8

二级参考文献22

  • 1[3]GB 50018-2002,冷弯薄壁型钢结构技术规范[S].
  • 2[1]BURNETT N.and RHODES J.Tests on a lightweight portal rrame[C].Proceedings-Biennial Cornell Electrical Engineering Conference,1980:252-265.
  • 3[2]LIM J.B.P.Joint effects in cold-formed steel portal frames[D].Univ.of Nottingham,2001.
  • 4[3]J.B.P.LIM and D.A.NETHERCOT.Design and development of a general cold-formed steel portal framing system[J].The Structural Engnieer.2002,80(21):31-39.
  • 5[4]J.B.P.LIM and D.A.NETHERCOT.F E-assisted design of the eaves bracket of a cold-formed steel portal frame[J].Steel & Composite Structures,2002,2(6):411-428.
  • 6[5]JAMES B.P.LIM and DAVID A.NETHERCOT.Finite element idealization of a cold-formed steel portal frame[J].Journal of Structural Engineering,2004,130(1):78-94.
  • 7[6]Y.B.KWON,H.S.CHUNG and G.D.KIM.Experiments of cold-formed steel connections and portal frames[J].Journal of Structural Engineering,2006,132(4):600-607.
  • 8[7]周绪红,李硕,孔次融.冷弯型钢卷边槽型截面受压构件板组稳定性与极限承载力研究专题报告集[R].长沙:湖南大学,1997.
  • 9[8]YAI PTELUE,MAHEN MAHENDRAN.Behaviour and design of cold-formed steel wall frames lined with plaster board on both sides[J].Engineering Structures,2004,26:567-579.
  • 10CECS102:2002,门式刚架轻型房屋钢结构技术规程[S].北京:中国计划出版社,2003.

共引文献38

同被引文献18

  • 1卢林枫,董刘方,周绪红.冷弯薄壁型钢门式刚架极限承载力影响因素[J].重庆建筑大学学报,2008,30(3):27-31. 被引量：11
  • 2Greg Darey, Mahen Mahendran. Development of a New Cold- Formed Steel Building System[J] . Adavances in Structural Engineering, 2008,1](6) :66] - 677.
  • 3Wrzesien A. M. , Lim, J. B. P. Cold - formed steel portal flame joints : A review [ C ]//19'h International Specialty Conference on Recent Research and Developments in Cold - Formed Steel Design and Construction. 2008:591 - 606.
  • 4张堑.冷弯薄壁型钢梁柱钢板一螺栓连接节点的影响因素分析[D].重庆:重庆大学,2007.
  • 5Baigent A H, Hancock G J. The behavior of potal frames composed of cold - formed members [ C ]//Thin - wailed structures recent technical advances and trends in design, research and construction. Oxford : Elsevier Applied Science, 1982.
  • 6Baigent A H, Hancock G. J. Stiffness and strength of portal frames composed of cold -formed members [ J]. Institution of Engineers, 1982,24(3) :278 -283.
  • 7Ma? kelainen,P, and Kankaanpia,J. Proceedings of the 13th In- ternational Specialty Conference on Cold - Formed Steel Structures [ D ]. University of Missouri - Rolla, St. Louis, Missouri, USA, 1996:349 - 371.
  • 8Julie Mills & Roger LaBoube. Self - Drilling Screw Joints for Cold -Formed Channel Portal Frames [ J ]. Journal of Structural Engi- neering,2004,30( 11 ) : 1799 - 1806.
  • 9James B. P. Lira & David A. Nethereot. Finite Element Idealization of a Cold - Formed Steel Portal Frame [ J ]. Journal of Structural Engineering, ASCE/JAN. UARY,2004, ( 1 ) :78 -94.
  • 10James B. P. Lim & David A. Nethereot. Stiffness prediction for bol- ted moment- connections between cold -formed steel members [ J]. Journal of Constructional Steel Research, 2004,60 ( 1 ) : 85 -107.

引证文献2

二级引证文献6

中国建筑金属结构
2013年 第4期

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