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Seismic vulnerability analysis of a high‐rise steel frame structure equipped with novel displacement‐amplified viscoelastic dampers

Author(s): (Research Center for Wind Engineering and Engineering Vibration Guangzhou University Guangzhou China)
(Research Center for Wind Engineering and Engineering Vibration Guangzhou University Guangzhou China)
(Research Center for Wind Engineering and Engineering Vibration Guangzhou University Guangzhou China)
(Research Center for Wind Engineering and Engineering Vibration Guangzhou University Guangzhou China)
Medium: journal article
Language(s): English
Published in: The Structural Design of Tall and Special Buildings, , n. 13, v. 33
DOI: 10.1002/tal.2124
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.2124.
  • About this
    data sheet
  • Reference-ID
    10784430
  • Published on:
    20/06/2024
  • Last updated on:
    31/08/2024
 
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