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Analyzing the inelastic response of wind-excited steel tall buildings through a reduced-order model incorporating strength and stiffness degradation along with P-Delta effects

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 323
Page(s): 119268
DOI: 10.1016/j.engstruct.2024.119268
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.2024.119268.
  • About this
    data sheet
  • Reference-ID
    10807969
  • Published on:
    17/01/2025
  • Last updated on:
    17/01/2025
 
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