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Numerical Simulation of High-Strength Steel Box-Shaped Columns Failing in Local and Overall Buckling Modes

Author(s):

Medium: journal article
Language(s): English
Published in: Journal of Structural Engineering (ASCE), , n. 4, v. 132
Page(s): 541-549
DOI: 10.1061/(asce)0733-9445(2006)132:4(541)
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/(asce)0733-9445(2006)132:4(541).
  • About this
    data sheet
  • Reference-ID
    10133383
  • Published on:
    02/12/2018
  • Last updated on:
    02/12/2018
 
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