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Effects of shear keys and track system on the behavior of simply-supported bridges for high-speed trains subjected to transverse earthquake excitations

Author(s): ORCID (School of Civil Engineering, Central South University, Changsha, China)
(School of Civil Engineering, Central South University, Changsha, China)
(School of Civil Engineering, Central South University, Changsha, China)
(School of Civil Engineering, Central South University, Changsha, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 12, v. 24
Page(s): 136943322110073
DOI: 10.1177/13694332211007398
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: 10.1177/13694332211007398.
  • About this
    data sheet
  • Reference-ID
    10601317
  • Published on:
    17/04/2021
  • Last updated on:
    02/09/2021
 
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