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Extreme state prediction of long-span bridges using extended ACER method

Author(s): (State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang, China)
ORCID (State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang, China)
(State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang, China)
ORCID (School of Safety Engineering and Emergency Management, Shijiazhuang Tiedao University, Shijiazhuang, China)
(Guangdong Hualu Transportat Technol Co., Ltd., Guangzhou, China)
(Guangdong Hualu Transportat Technol Co., Ltd., Guangzhou, China)
(School of Safety Engineering and Emergency Management, Shijiazhuang Tiedao University, Shijiazhuang, China)
(School of Safety Engineering and Emergency Management, Shijiazhuang Tiedao University, Shijiazhuang, China)
(School of Naval Architecture, Ocean and Energy Power Engineering, Wuhan University of Technology, Wuhan, China)
(Key Laboratory of Nondestructive Testing, Ministry of Education, Nanchang Hangkong University, Nanchang, China)
(School of Civil Engineering, Southwest Jiaotong University, Chengdu, China)
Medium: journal article
Language(s): English
Published in: Structural Health Monitoring, , n. 4, v. 23
Page(s): 2340-2357
DOI: 10.1177/14759217231206531
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: 10.1177/14759217231206531.
  • About this
    data sheet
  • Reference-ID
    10755760
  • Published on:
    14/01/2024
  • Last updated on:
    20/09/2024
 
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