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方钢管桁架节点承载力计算比较

COMPARISON ON THE JIONTS BEARING CAPACITY OF SQUARE STEEL TUBE TRUSS
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摘要 介绍了方钢管桁架的优点。参考已有试验研究对规范GB50017-2003和国际上推荐的方钢管规范(CIDECT《设计指南》)进行了对比,结果表明规范GB50017-2003对于后者进行了修正,但计算结果还是趋于保守。 Introduced the advantages of square steel tube truss. Comparing the results of experiment which had been completed on that of Code GB50017-2003 and the CIDECT design guide. The results showed that code GB50017-2003 has been modified, but still conservative.
出处 《低温建筑技术》 2009年第5期44-45,共2页 Low Temperature Architecture Technology
关键词 方钢管桁架 节点 承载力 CIDECT《设计指南》 GB50017-2003 square steel tube mass joints bearing capacity CIDECT design guide GB50017- 2003
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  • 1武振宇,张耀春.直接焊接钢管节点静力工作性能的研究现状[J].哈尔滨建筑大学学报,1996,29(6):102-109. 被引量:34
  • 2GB50017-2003.钢结构设计规范[S].[S].,..
  • 3Packer J A, Wardenier J, Kurobane, et al. CIDECT,Construction with Hollow Steel Sections. Design Guide for Rectangular Hollow Section (RHS) Joints Under Predominantly Static Loading. Verlag TiiV Rheinland Press, 1992
  • 4Rondal J, Würker K-G, Dutta D, et al. CIDECT,Construction with Hollow Steel Sections. Structural Stability of Hollow Sections. Verlag TiiV Rheinland Press, 1992
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