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An innovated theory and closed form solutions for the elastic lateral torsional buckling analysis of steel beams/columns strengthened with symmetrically balanced GFRP laminates

This publication has been cited in the following 1 other publication(s):

  • About this
    data sheet
  • Reference-ID
    10660022
  • Published on:
    28/03/2022
  • Last updated on:
    28/03/2022
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