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Bridge Damping Formula Based on Instantaneous Amplitudes of Vehicle’s Front and Rear Contact Responses by Hilbert Transform

Author(s): ORCID (School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
(School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
(School of Civil Engineering, Tsinghua University, Beijing 100084, P. R. China)
ORCID (School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
ORCID (School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 15, v. 24
DOI: 10.1142/s0219455424710068
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/s0219455424710068.
  • About this
    data sheet
  • Reference-ID
    10745029
  • Published on:
    28/10/2023
  • Last updated on:
    31/08/2024
 
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