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Performance Evaluation of Inerter and Negative Stiffness-Based Dampers for Seismic-Induced Vibration Response Control of a Cable-Stayed Bridge: A Comparative Study

Author(s): ORCID (School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450045, P. R. China)
ORCID (School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450045, P. R. China)
ORCID (School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450045, P. R. China)
ORCID (School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450045, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics
DOI: 10.1142/s0219455425502712
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: 10.1142/s0219455425502712.
  • About this
    data sheet
  • Reference-ID
    10805331
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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