Real-time quantitative evaluation on the cable damage of cable-stayed bridges using the correlation between girder deflection and temperature
| Author(s): |
Gaoxin Wang
(State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, China)
Jingshu Shao (State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, China) Weizhou Xu (Economic and Technological Research Institute of Jiangsu Electric Power Co., Ltd, Nanjing, China) Zhaoxing Dong (State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, China) Bin Chen (China Railway Bridge & Tunnel Technologies Co., Ltd, Nanjing, China) Xinjun Dai (China Railway Bridge & Tunnel Technologies Co., Ltd, Nanjing, China) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Structural Health Monitoring, January 2022, n. 4, v. 21 |
| Page(s): | 147592172110350 |
| DOI: | 10.1177/14759217211035048 |
- About this
data sheet - Reference-ID
10640897 - Published on:
30/11/2021 - Last updated on:
20/06/2022
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