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A numerical method to design reinforced concrete sections subjected to axial forces and biaxial bending based on ultimate strain limits

Author(s):


Medium: journal article
Language(s): English
Published in: Engineering Structures, , n. 12, v. 31
Page(s): 3065-3071
DOI: 10.1016/j.engstruct.2009.08.006
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: 10.1016/j.engstruct.2009.08.006.
  • About this
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  • Reference-ID
    10164042
  • Published on:
    06/12/2018
  • Last updated on:
    06/12/2018
 
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