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Modal Characteristic and Nonlinear Dynamic Response of Suspension Bridge with Lateral Asymmetric Stiffness

Author(s): (School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
(School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
ORCID (School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
(China IPPR International Engineering Company Limited, Beijing 100089, P. R. China)
(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. 10, v. 23
DOI: 10.1142/s0219455423501109
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/s0219455423501109.
  • About this
    data sheet
  • Reference-ID
    10700840
  • Published on:
    16/12/2022
  • Last updated on:
    04/08/2023
 
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