期刊文献+

冷弯薄壁型钢组合截面构件研究现状 被引量:6

State of the Cold-formed Thin-walled Built-up Section Members
下载PDF
导出
摘要 冷弯薄壁型钢组合截面构件以其灵活的组合形式和良好的力学性能在低层和多层住宅体系中被广泛应用,但相关的研究成果和设计规范仍较为缺乏。介绍了组合截面构件的特点和在工程中的应用,总结了此类截面构件的主要研究方法和规范设计建议,综述了国内外学者针对冷弯薄壁型钢组合截面构件的试验和理论研究现状,并指出了现今研究存在的不足和今后的发展方向。 Cold-formed thin-walled built-up section members have been widely used in low and mid-rise residential buildings due to its flexible shapes and good mechanic behavior,however,relating research achievements and design specifications are quite insufficient.Firstly,this paper introduces the basic characteristics and engineering applications of these types of built-up member,and then the main research methods as well as design guides are summarized.A state of the art review of recent experimental and theoretical research on built-up members is presented,both domestic and abroad.Finally,the major inadequacies and future research direction are pointed out.
出处 《施工技术》 CAS 北大核心 2013年第15期1-8,共8页 Construction Technology
基金 国家科技支撑计划项目(2008BAJ08b06)
关键词 钢结构 冷弯薄壁型钢 组合截面 设计规范 试验 理论研究 steel structures cold-formed thin-walled steel built-up section design codes experiments theoretical research
  • 相关文献

参考文献36

  • 1AISI S100-2007 North American specification for the design of cold-formed steel structural members [ S ]. Washington DC: American Iron and Steel Institute, 2007.
  • 2ANSI/AISC 360-05 Specification for structural steel buildings [ S ]. Chicago: American Institute of Steel Construction, Inc, 2005. A.
  • 3S 4100-1998 Steel structures [ S ]. Sydney: Council of Standards Australia, 1998.
  • 4AS/NZS4600:2005 Cold-formed steel structures [ S ]. Sydney: Australian and New Zealand Standards, 2005.
  • 5中南建筑设计院.GB50018--2002冷弯薄壁型钢结构技术规范[s].北京:中国计划出版社,2002.
  • 6中国建筑标准设计研究院.JGJ227-2011低层冷弯薄壁型钢房屋建筑技术规程[S].北京:中国计划出版社,2011.
  • 7何保康,周天华.冷弯型钢截面局部屈曲和AISI规范有效宽度计算的统一法则[J].建筑钢结构进展,2005,7(4):6-10. 被引量:17
  • 8B W Schafer, T Pekoz. Direct strength prediction of cold-formed steel members using numerical elastic buckling solution [ C ]// Proceedings of the Fourteenth International Specialty Conference on Cold-Formed Steel Structures. St Louis, 1998:69-76.
  • 9B Young, M ASCE, J Chen" Design of cold-formed steel bulb-up closed sections with intermediate stiffeners [ J ]. Journal of Structural Engineering, 2008,134 (5) : 727-737.
  • 10J Whittle, C Ramseyer. Buckling capacities of axially loaded, cold-formed, built-up C-channels [ J ]. Thin-Walled Structures, 2009,47(2) : 190-201.

二级参考文献89

  • 1周绪红,石宇,周天华,刘永健,周期石,狄谨,卢林枫.低层冷弯薄壁型钢结构住宅体系[J].建筑科学与工程学报,2005,22(2):1-14. 被引量:132
  • 2周天华,周绪红,何保康,刘永健,卢林枫,王彦敏.G550级高强薄板钢材的材性及应用[J].建筑科学与工程学报,2005,22(2):43-46. 被引量:23
  • 3周天华,何保康,周绪红,刘永健,王彦敏.高强冷弯薄壁型钢轴压短柱受力性能试验研究[J].建筑科学与工程学报,2005,22(3):36-44. 被引量:41
  • 4武胜,张素梅.冷弯翼缘闭合新型截面受弯构件性能研究[J].工业建筑,2007,37(5):88-93. 被引量:7
  • 5GB50018-2002冷弯薄壁型钢结构技术规范[S].北京:中国计划出版社,2003.
  • 6Dempsey R I. Structural behavior and design of hollow flange beams[C ]. Adelaide : Institution of Engineers Australia, 1990.
  • 7Heldt T J, Mahendran M. Buckling analysis of hollow flange beams [C]. Brisbane : Physical Infrastructure Centre, 1992.
  • 8Avery P, Mahendran M. Buckling experiments on hollow flange beams with web stiffeners [J]. Journal of the Structure Engineering, 1997, 123 ( 9 ) : 1130 - 1134.
  • 9Avery P, Mahendran M. Finite-element analysis of hollow flange beams with web stiffeners [ J ]. Journal of the Structure Engineering, 1997,123(9) : 1123 - 1129.
  • 10Pi Y L, Trahair N S. Lateral-distortional buckling of hollow flange beams [ J ]. Journal of Structural Engineering ASCE, 1997,123 ( 6 ) :695 - 702.

共引文献120

同被引文献58

引证文献6

二级引证文献25

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部