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A machine-learning method for deriving state-dependent fragility curves of existing steel moment frames with masonry infills

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 276
Page(s): 115345
DOI: 10.1016/j.engstruct.2022.115345
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.2022.115345.
  • About this
    data sheet
  • Reference-ID
    10695610
  • Published on:
    10/12/2022
  • Last updated on:
    10/12/2022
 
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