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Equivalent damping ratios of nonclassically damped structures composed of two substructures along the height by using equivalent two‐degree‐of‐freedom systems

Author(s): (Faculty of Civil Engineering Sahand University of Technology Tabriz Iran)
(Faculty of Civil Engineering Sahand University of Technology Tabriz Iran)
ORCID (Faculty of Civil Engineering Sahand University of Technology Tabriz Iran)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings
DOI: 10.1002/tal.2182
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.2182.
  • About this
    data sheet
  • Reference-ID
    10801846
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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