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A novel concrete crack damage detection method via sparse correlation model

Author(s): ORCID (Structural Health Monitoring and Control Key Laboratory of Hebei Province Shijiazhuang Tiedao University Shijiazhuang 050043 China)
(Structural Health Monitoring and Control Key Laboratory of Hebei Province Shijiazhuang Tiedao University Shijiazhuang 050043 China)
ORCID (MOE Key Laboratory for Resilient Infrastructures of Coastal Cities Shenzhen University Shenzhen 518060 China)
(Structural Health Monitoring and Control Key Laboratory of Hebei Province Shijiazhuang Tiedao University Shijiazhuang 050043 China)
(MOE Key Laboratory for Resilient Infrastructures of Coastal Cities Shenzhen University Shenzhen 518060 China)
(Structural Health Monitoring and Control Key Laboratory of Hebei Province Shijiazhuang Tiedao University Shijiazhuang 050043 China)
Medium: journal article
Language(s): English
Published in: Structural Control and Health Monitoring, , n. 7, v. 29
DOI: 10.1002/stc.2952
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: 10.1002/stc.2952.
  • About this
    data sheet
  • Reference-ID
    10660172
  • Published on:
    28/03/2022
  • Last updated on:
    16/06/2022
 
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