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Buckling Strength Increment of Curved Panels Due to Rotational Stiffness of Closed-Section Ribs Under Uniaxial Compression

Author(s):


Medium: journal article
Language(s): English
Published in: International Journal of Steel Structures, , n. 4, v. 18
Page(s): 1363-1372
DOI: 10.1007/s13296-018-0141-8
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: 10.1007/s13296-018-0141-8.
  • About this
    data sheet
  • Reference-ID
    10317165
  • Published on:
    11/07/2019
  • Last updated on:
    11/07/2019
 
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