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A unified matrix approach for nonlinear analysis of steel frames subjected to wind or earthquakes

Author(s):

Medium: journal article
Language(s): English
Published in: Computers & Structures, , n. 2, v. 54
Page(s): 315-325
DOI: 10.1016/0045-7949(94)00324-v
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: 10.1016/0045-7949(94)00324-v.
  • About this
    data sheet
  • Reference-ID
    10278773
  • Published on:
    05/01/2019
  • Last updated on:
    05/01/2019
 
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