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Study on the dynamic response correction factor of a coupled high-speed train–track–bridge system under near-fault earthquakes

Author(s): (School of Civil Engineering, Central South University, Changsha, China)
(School of Civil Engineering, Central South University, Changsha, China)
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 and Architecture, East China Jiaotong University, Nanchang, China)
Medium: journal article
Language(s): English
Published in: Mechanics Based Design of Structures and Machines, , n. 9, v. 50
Page(s): 1-19
DOI: 10.1080/15397734.2020.1803753
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: 10.1080/15397734.2020.1803753.
  • About this
    data sheet
  • Reference-ID
    10668923
  • Published on:
    28/05/2022
  • Last updated on:
    13/08/2022
 
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