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Effect of Damper Sub-System Stiffness on the Response of a Single Degree of Freedom System Equipped with a Viscous Damper

Author(s): (Department of Civil and Natural Resources Engineering, University of Canterbury, New Zealand)
ORCID (QuakeCoRE: NZ Centre for Earthquake Resilience)
ORCID (Department of Civil and Natural Resources Engineering, University of Canterbury, New Zealand)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 11, v. 26
Page(s): 1-20
DOI: 10.1080/13632469.2021.1911879
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: 10.1080/13632469.2021.1911879.
  • About this
    data sheet
  • Reference-ID
    10607365
  • Published on:
    15/05/2021
  • Last updated on:
    23/09/2022
 
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