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Equivalent model of a multi‐particle damper considering particle rolling and its analytical solution

Author(s): (Beijing Key Laboratory of Earthquake Engineering and Structure Retrofit Beijing University of Technology Beijing China)
(Beijing Key Laboratory of Earthquake Engineering and Structure Retrofit Beijing University of Technology Beijing China)
(Beijing Key Laboratory of Earthquake Engineering and Structure Retrofit Beijing University of Technology Beijing China)
(Beijing Key Laboratory of Earthquake Engineering and Structure Retrofit Beijing University of Technology Beijing China)
(Beijing Key Laboratory of Earthquake Engineering and Structure Retrofit Beijing University of Technology Beijing China)
Medium: journal article
Language(s): English
Published in: Structural Control and Health Monitoring, , n. 6, v. 28
DOI: 10.1002/stc.2718
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/stc.2718.
  • About this
    data sheet
  • Reference-ID
    10577974
  • Published on:
    02/03/2021
  • Last updated on:
    08/05/2021
 
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