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简支箱梁的负剪力滞 被引量:1

The Negative Shear Lag in Simple Box Girders
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摘要 应用作者建立的有限段模型.对简支箱梁进行剪滞效应分析,发现变高度简支梁存在负剪力滞.着重阐明了这种负剪滞现象的特性,并对影响负剪力滞的主要因素进行了论述和评价. A finite segment model has been established and applied to analyse theshear lag effect in simple box girders. It was found that the negative shear lag existed inthe simple box girder with variable depth. The paper mainly described the features of thenegative shear lag phenomenon, discussed the influences of the main factors on the shearlag effect and provided the important information for calculating the negative shear lag forsimple box girders.
出处 《佛山大学学报》 1995年第4期40-46,共7页
关键词 简支箱梁 负剪力滞 有限段法 箱形梁 simple box girder negative shear lag the finite segment method
  • 相关文献

同被引文献7

  • 1程翔云.悬臂薄壁箱梁的负剪力滞[J].上海力学,1987,(2):52-62.
  • 2Chang.S.T.and Ding Yun.Shear Lag Effcet in Box Girder with Varying Depth. Journal of Structural Engineering,ASCE.114(10):2280-2292.
  • 3Chang. S.T.,Fang. Z.Z.Negative shear lag in Cantilever Box Girder with Constant Depth.Journal of Structural Egineering,ASCE, 1987.
  • 4中井事口.按传递矩阵分析钢桥面板连续梁桥的有效宽度[R].土木学会论文报告集,1976(251).
  • 5D. A. Foutch,P.C.Chang. A Shear Lag Anomaly. Journal of the Structural Division, ASCE,Vol. 108, NO. STT, July. 1982:1653-1658.
  • 6Kristek.V. ,Studnicka. J(1988). Discussion of Negative Shear Lag in Canlilever Box Girder with Constant Depth. S.T.Chang and F.Z.Zheng,J of struct,Engrg. ASCE,1988.
  • 7罗旗帜,俞建立.变截面箱梁的负剪力滞[J].重庆交通学院学报,1997,16(3):18-25. 被引量:16

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