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Numerical studies on the seismic responses of precast segmental columns-supported bridge structures subjected to near-fault ground motions

Author(s): (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China)
ORCID (Centre for Infrastructure Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University, Bentley, WA, Australia)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China)
(Engineering Research Center of Safety and Protection of Explosion and Impact of Ministry of Education (ERCSPEIME), Southeast University, Nanjing, China)
ORCID (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 12, v. 25
Page(s): 136943322211042
DOI: 10.1177/13694332221104282
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: 10.1177/13694332221104282.
  • About this
    data sheet
  • Reference-ID
    10678399
  • Published on:
    18/06/2022
  • Last updated on:
    23/09/2022
 
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