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Bridge performance degradation model based on the multi-variate bayesian dynamic linear method

Author(s): ORCID (Western Engineering Research Center of Disaster Mitigation in Civil Engineering, Lanzhou University of Technology, Lanzhou, China)
(Western Engineering Research Center of Disaster Mitigation in Civil Engineering, Lanzhou University of Technology, Lanzhou, China)
(Western Engineering Research Center of Disaster Mitigation in Civil Engineering, Lanzhou University of Technology, Lanzhou, China)
(China Merchants Chongqing Communications Technology Research and Design Institute Co.Ltd., State Key Laboratory of Bridge Engineering Structural Dynamic, Chongqing, China)
(Western Engineering Research Center of Disaster Mitigation in Civil Engineering, Lanzhou University of Technology, Lanzhou, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 13, v. 27
Page(s): 2319-2337
DOI: 10.1177/13694332241266541
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: 10.1177/13694332241266541.
  • About this
    data sheet
  • Reference-ID
    10791764
  • Published on:
    01/09/2024
  • Last updated on:
    20/09/2024
 
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