熊黎黎, 谢群, 张少钦. 钢筋混凝土异形柱框架顶层边节点受剪承载力的理论分析[J]. 南昌航空大学学报(自然科学版), 2007, 21(3): 41-46.
引用本文: 熊黎黎, 谢群, 张少钦. 钢筋混凝土异形柱框架顶层边节点受剪承载力的理论分析[J]. 南昌航空大学学报(自然科学版), 2007, 21(3): 41-46.
shu
XIONG Li-li, XIE Qun, ZHANG Shao-qin. Theoretical analysis on shearing strength of top story exterior joints in R.C.Frame structure with special-shaped columns[J]. Journal of nanchang hangkong university(Natural science edition), 2007, 21(3): 41-46.
Citation: XIONG Li-li, XIE Qun, ZHANG Shao-qin. Theoretical analysis on shearing strength of top story exterior joints in R.C.Frame structure with special-shaped columns[J]. Journal of nanchang hangkong university(Natural science edition), 2007, 21(3): 41-46.
shu

钢筋混凝土异形柱框架顶层边节点受剪承载力的理论分析

Theoretical analysis on shearing strength of top story exterior joints in R.C.Frame structure with special-shaped columns

    摘要
  • 摘要: 在试验研究的基础上,根据异形柱框架结构顶层边节点的受力特点及传力模型分析,提出了受剪承载力计算的软化斜压杆模型.按该模型推导了异形柱框架顶层节点受剪承载力的理论计算公式.理论分析结果与试验结果分析吻合较好.

     

    Abstract: The paper examines shearing characteristic and mechanism of top story exterior joints in R.C.frame structure with special-shaped columns.By using the theory of softened strut-tie,the formulas for shearing strength of top story exterior joints in R.C.frame structure with special-shaped columns are derived.And the calculating value has been compared with the test results.

     

    • HTML全文
    • 参考文献(4)
    • 相关文章
    • 施引文献
  • 资源附件(0)

/

返回文章
返回