Time-lag effect of temperature-induced strain for concrete box girder bridges-Reference-Cited by-同舟云学术

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Time-lag effect of temperature-induced strain for concrete box girder bridges

Published:2023-11-01 Issue: Volume: Page:
ISSN:2190-5452
Container-title:Journal of Civil Structural Health Monitoring
language:en
Short-container-title:J Civil Struct Health Monit

Author:

Yang Kang,Ding Youliang^ORCID,Jiang Huachen,Sheng Wei,Zhao Hanwei

Funder

National Natural Science Foundation of China

Fund for Distinguished Young Scientists of Jiangsu Province

Hebei Provincial Key Research Projects

Publisher

Springer Science and Business Media LLC

Subject

Safety, Risk, Reliability and Quality,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s13349-023-00725-1.pdf

Reference29 articles.

1. Xu YL, Chen B, Ng CL, Wong KY, Chan WY (2010) Monitoring temperature effect on a long suspension bridge. Struct Control Heal Monit 17(6):632–653. https://doi.org/10.1002/stc.340

2. Brownjohn JM, Kripakaran P, Harvey B, Kromanis R, Jones P, Huseynov F (2016) Structural health monitoring of short to medium span bridges in the United Kingdom. Struct Monit Maint; 3(3): 259–276. https://doi.org/10.12989/smm.2016.3.3.259

3. Westgate R, Koo KY, Brownjohn J (2015) Effect of solar radiation on suspension bridge performance. J Bridge Eng 20(5):04014077. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000668

4. Zhou C, Chase JG, Rodgers GW (2019) Degradation evaluation of lateral story stiffness using HLA-based deep learning networks. Adv Eng Inform 39:259–268. https://doi.org/10.1016/j.aei.2019.01.007

5. Huang JZ, Li DS, Li HN, Song GB, Liang Y (2018) Damage identification of a large cable-stayed bridge with novel cointegrated Kalman filter method under changing environments. Struct Control Heal Monit 25(5):e2152. https://doi.org/10.1002/stc.2152

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