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Creep Effect on the Dynamic Response of Train-Track-Continuous Bridge System

Author(s): (School of Civil Engineering, Central South University, Changsha 410075, Hunan, P. R. China)
(School of Civil Engineering, Central South University, Changsha 410075, Hunan, P. R. China)
(School of Civil Engineering, Central South University, Changsha 410075, Hunan, P. R. China)
(Department of Architecture and Civil Engineering, City University of Hong Kong, Kowloon, Hong Kong, P. R. China)
(School of Civil Engineering, Central South University, Changsha 410075, Hunan, P. R. China)
(School of Civil Engineering, Central South University, Changsha 410075, Hunan, P. R. China)
(State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang 050043, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 10, v. 21
Page(s): 2150139
DOI: 10.1142/s021945542150139x
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/s021945542150139x.
  • About this
    data sheet
  • Reference-ID
    10613671
  • Published on:
    09/07/2021
  • Last updated on:
    01/10/2021
 
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