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Periodic motion and optimization design of non‐stacked particle damper based on the double inert mass equivalent model

Author(s): ORCID (College of Civil Engineering Qingdao University of Technology Qingdao China)
(College of Civil Engineering Qingdao University of Technology Qingdao China)
(Beijing Key Laboratory of Earthquake Engineering and Structure Retrofit Beijing University of Technology Beijing China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 2, v. 53
Page(s): 943-967
DOI: 10.1002/eqe.4050
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/eqe.4050.
  • About this
    data sheet
  • Reference-ID
    10749716
  • Published on:
    14/01/2024
  • Last updated on:
    14/01/2024
 
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