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Nonlinear seismic assessment of steel moment frames under bidirectional loading via Endurance Time method

Author(s):

Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 6, v. 23
Page(s): 442-462
DOI: 10.1002/tal.1054
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: 10.1002/tal.1054.
  • About this
    data sheet
  • Reference-ID
    10080824
  • Published on:
    01/12/2018
  • Last updated on:
    01/12/2018
 
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