0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Real-time quantitative evaluation on the cable damage of cable-stayed bridges using the correlation between girder deflection and temperature

Author(s): ORCID (State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, China)
(State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, China)
(Economic and Technological Research Institute of Jiangsu Electric Power Co., Ltd, Nanjing, China)
(State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, China)
(China Railway Bridge & Tunnel Technologies Co., Ltd, Nanjing, China)
(China Railway Bridge & Tunnel Technologies Co., Ltd, Nanjing, China)
Medium: journal article
Language(s): English
Published in: Structural Health Monitoring, , n. 4, v. 21
Page(s): 147592172110350
DOI: 10.1177/14759217211035048
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: 10.1177/14759217211035048.
  • About this
    data sheet
  • Reference-ID
    10640897
  • Published on:
    30/11/2021
  • Last updated on:
    20/06/2022
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine