• Title of article

    Analysis on Calculated Length for Buckling Stability of Steel Pipe Pile Based on Energy Method

  • Author/Authors

    Lu, Wei School of Civil Engineering and School of Science - Xi'an University of Architecture and Technology, China , Zhao, Dong School of Civil Engineering and School of Science - Xi'an University of Architecture and Technology, China

  • Pages
    9
  • From page
    167
  • To page
    175
  • Abstract
    According to the Winkler assumption, the form of the pile constraint could be simplified as bottom fixing and top free. Considering the influence from resistance of soil around pile, the equations on calculated length for buckling stability of steel pipe pile when the portions along the pile length were constrained in the uniform foundation and the layered foundation were respectively derived based on energy method and variational principles. an‎d the application of the formulas was explained through examples. The equations are successfully applied in similar projects.
  • Keywords
    Steel pipe pile , Buckling stability , Energy method , Variational principle , Foundation , Energy
  • Journal title
    Open Civil Engineering Journal
  • Serial Year
    2017
  • Full Text URL
    benthamopen.com/contents/pdf/TOCIEJ/TOCIEJ-11-167.pdf
  • Record number

    2567361

    • Link To Document
    https://search.isc.ac/dl/search/defaultta.aspx?DTC=10&DC=2567361