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Effect of the asymmetry level on collapse margin of torsionally stiff single-story buildings based on FEMA P695 methodology

Author(s):



Medium: journal article
Language(s): English
Published in: Structures, , v. 37
Page(s): 1042-1052
DOI: 10.1016/j.istruc.2022.01.031
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.istruc.2022.01.031.
  • About this
    data sheet
  • Reference-ID
    10657181
  • Published on:
    17/02/2022
  • Last updated on:
    17/02/2022
 
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