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Determination of critical buckling load for elastic columns of constant and variable cross-sections using variational iteration method.

Safa Bozkurt CoskunMehmet Tarik Atay
Published in: Comput. Math. Appl. (2009)
Keyphrases
  • cross sections
  • synthetic data
  • cross section
  • fully automatic
  • similarity measure
  • markov random field
  • self organizing maps
  • basis functions