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Effects of geometric nonlinearities on the vibration reduction performance of tuned mass dampers on top of flexible structures

Author(s): ORCID (Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Sanhe, China)
(Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Sanhe, China)
(Arup, San Francisco, CA, USA)
(Tokyo Institute of Technology, Yokohama, Japan)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 14, v. 26
Page(s): 136943322211495
DOI: 10.1177/13694332221149500
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: 10.1177/13694332221149500.
  • About this
    data sheet
  • Reference-ID
    10708903
  • Published on:
    21/03/2023
  • Last updated on:
    14/01/2024
 
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