Performance degradation prediction of extra-wide concrete self-anchored suspension bridge under vehicle load considering time-dependent effects
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-023-5360-2.pdf
Reference24 articles.
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2. DAS J, SIL A. Assessment of time-dependent structural resistance of RC bridges in the Barak valley, Assam, India [C]//Proceedings of the Institution of Civil Engineers-Bridge Engineering. Thomas Telford Ltd., 2022, 175(4): 263–275. DOI: https://doi.org/10.1680/JBREN.21.00031.
3. WANG Tian-peng, ZHANG Jian-ren, WANG Lei, et al. Analysis on time-varying reliability of corroded bridge cables based on fuzzy failure criterion [J]. Journal of Highway and Transportation Research and Development, 2021, 38(8): 59–66. DOI: https://doi.org/10.3969/j.issn.1002-0268.2021.08.009. (in Chinese)
4. LU Peng-zhen, LI Deng-guo, HONG Tao, et al. Concrete performance time-varying effect of CFST arch bridges [J]. Mechanics of Time-Dependent Materials, 2022, 26(2): 377–395. DOI: https://doi.org/10.1007/s11043-021-09492-2.
5. KRALOVANEC J, BAHLEDA F, MORAVCIK M. State of prestressing analysis of 62-year-old bridge [J]. Materials, 2022, 15(10): 3583. DOI: https://doi.org/10.3390/ma15103583.
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