• DocumentCode
    3407341
  • Title

    The Analysis about the unit-step function of the bending moment equation of girder

  • Author

    Qing-Hua, Zhou ; Yu-xian, Zhang ; Ping, Yang ; Ji-jun, Xiao

  • Author_Institution
    Sch. of Bus., Guilin Univ. of Electron. Technol., Guilin, China
  • fYear
    2010
  • fDate
    22-24 Oct. 2010
  • Firstpage
    479
  • Lastpage
    481
  • Abstract
    Today, the common expression of the bending moment equation is an expression of piecewise function, which causes heavy work in its theoretic research. The bending moment equation is often used when the bend of girder is being studied. Under the action of the concentrative loads, the expression of piecewise function of the equation of bending moment can be expressed with a monolithic equation by unit-step function, and then the calculative workload will be simplified when bend distortion is solved. And at the same time it also has a certain theoretic value.
  • Keywords
    beams (structures); bending strength; differential equations; structural engineering; supports; bend distortion; bending moment equation; girder; monolithic equation; unit step function; Structural beams; bend distortion; girder; the equation of camber; unit-step function;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Intelligent Computing and Integrated Systems (ICISS), 2010 International Conference on
  • Conference_Location
    Guilin
  • Print_ISBN
    978-1-4244-6834-8
  • Type

    conf

  • DOI
    10.1109/ICISS.2010.5656076
  • Filename
    5656076