期刊文献+

K形管板节点板稳定承载力研究 被引量:8

Research on the stability of gusset plate of tube-gusset K-joints
原文传递
导出
摘要 《钢结构设计规范》(GB 50017—2003)附录F中介绍了桁架节点板在斜腹杆压力作用下的稳定计算,假定受压区节点板分成三个区同时受压,把各个区当成轴心受压构件分别计算其稳定性,但只考虑了腹杆轴力的影响,没有考虑腹杆弯矩的影响。实际上,腹杆弯矩的存在会导致三个区中边上的两个区分别承受压应力和拉应力。因此,在对平面K形管板节点的节点板稳定承载力进行分析时,考虑了腹杆轴力与弯矩的共同作用,并假定受压区节点板分成三个区同时承受外力,把受压区当成轴心受压构件计算其稳定性,提出了平面K形管板节点在斜腹杆压力作用下节点板的稳定承载力计算公式。最后,与按照小挠度理论推导的稳定承载力计算公式进行了对比,得到《钢结构设计规范》(GB 50017—2003)中节点板稳定承载力的结果偏于安全的结论。 The stability calculation method of truss gusset plate under oblique bracing member pressure is introduced in appendix F in Code for design of steel structures(GB 50017—2003).In this code,it assumes that the compression zone in the gusset plate is divided into three zones under pressure,and the stability of every zone is calculated as an axial compression member.It only considers the effect of axial force in the bracing member,but the impact of bending moment is neglected.In fact,the existence of bending moment will lead the two zones in the edge of the three zones to subject to compressive stress and tensile stress respectively.Therefore,when analyzing the stability capacity of the gusset plate of tube-gusset K-joint,the combined effect of axial force and bending moment in the bracing member was taken into account,and it assumed that the compression zone in the gusset plate was divided into three zones subject to external forces at the same time,then it also assumed the compressive zone as a axial compression member to calculate the stability capacity.As a result the capacity formula for calculating the gusset plate stability of tube-gusset K-joints under oblique bracing member pressure was introduced.A comparison with the stability capacity calculation formula considering the small deflection theory was carried out.The results reveal that the stability calculation method in Code for design of steel structures(GB 50017—2003) is conservative.
出处 《建筑结构》 CSCD 北大核心 2012年第2期89-92,147,共5页 Building Structure
基金 国家自然科学基金项目(50978089 50748029) 湖南省自然科学基金重点项目(09JJ3102) 国家"985"资助项目
关键词 K形管板节点 节点板稳定 小挠度理论 计算方法 tube-gusset K-joint gusset plate stability small deflection theory calculation method
  • 相关文献

参考文献9

  • 1Gallois C, Habib A, Tao J, et al. Role of NF-kappaB in the antiproliferative effect of endothelin-1 and tumor necrosis factor-alpha in human hepatic stellate cells. Involvment of cyclooxygenase-2. J Biol Chem, 1998, 273:23183-23190.
  • 2Chen LB, Yang WS. Abnormalities of T cell immunoregulation in patients with hemorrhagic fever with renal syndrome. J infect Dis, 1990, 161(5): 1016-1019.
  • 3.GB50017-2003钢结构设计规范[S].北京:中国计划出版社,2003..
  • 4付涛,刘永健.交错桁架结构中节点板计算方法研究[J].长沙交通学院学报,2006,22(1):27-31. 被引量:3
  • 5Ennis FA, Cruz J, Spiropoulou CF, et al. Hantavirus pulmonary syndrome: CD8+ and CD4+ cytotoxic T lymphocytes to epitopes on Sin Nombre virus nucleocapsid protein isolated during acute illness. Virology, 1997, 238(2): 380-390.
  • 6Huang C, Jin B, Wang M, et al. Hemorrhagic fever with renal syndrome: relationship between pathogenesis and cellular immunity. J Infect Dis, 1994, 169(4): 868-870.
  • 7Mustonen J, Helin H, Pietila K, et al. Renal biopsy findings and clinicopathologic correlation in nephropathia epidemica. Clin Nephrol, 1994, 41(3): 121-126.
  • 8Krakauer T, Leduc JW, Morrill JC, et al. Serum levels of α and γ interferons in hemorrhagic fever with renal syndrome. Viral Immunol, 1994, 7(2): 97-101.
  • 9Linderholm M, Ahlm C, Settergren B, et al. Elevated plasma levels of tumor necrosis factor (TNF)- α, soluble TNF receptor, interleukin(IL)-6 and IL-10 in patients with hemorrhagic fever with renal syndrome. J Infect Dis, 1996, 173(1): 38-43.

二级参考文献3

  • 1GB50017-2003.钢结构设计规范[S].[S].,..
  • 2Wexler N,Lin F B.Steel design guide series-staggered truss framing systems[M].USA:American Institute of Steel Construction,2001.
  • 3周绪红,莫涛,蔡益燕,魏潮文.新型交错桁架结构体系的应用[J].钢结构,2000,15(2):16-19. 被引量:42

共引文献669

同被引文献55

引证文献8

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