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Residual performance and damage mechanism of prestressed concrete box girder bridge subjected to falling heavy object impact

Author(s): ORCID (School of Highway, Chang’an University, Xi’an, China)
(School of Highway, Chang’an University, Xi’an, China)
(School of Highway, Chang’an University, Xi’an, China)
(School of Highway, Chang’an University, Xi’an, China)
(School of Highway, Chang’an University, Xi’an, China)
(School of Highway, Chang’an University, Xi’an, China)
(School of Highway, Chang’an University, Xi’an, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 11, v. 19
Page(s): 1-17
DOI: 10.1080/15732479.2022.2035775
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: 10.1080/15732479.2022.2035775.
  • About this
    data sheet
  • Reference-ID
    10656548
  • Published on:
    17/02/2022
  • Last updated on:
    01/09/2023
 
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