Time-dependent behavior comparison of long-span concrete arch bridge between prototype and model
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-022-5021-x.pdf
Reference26 articles.
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3. YANG Mo-han. Model test study of concrete arch bridge with CFST stiffened skeleton [D]. Chengdu: Southwest Jiaotong University, 2014. (in Chinese)
4. HEDEGAARD B D, FRENCH C E W, SHIELD C K. Time-dependent monitoring and modeling of I-35W St. Anthony Falls bridge. I: Analysis of monitoring data [J]. Journal of Bridge Engineering, 2017, 22(7): 04017025. DOI: https://doi.org/10.1061/(asce)be.1943-5592.0001053.
5. BAŽANT Z P, YU Qiang, LI Guang-hua. Excessive long-time deflections of prestressed box girders. I: Record-span bridge in Palau and other paradigms [J]. Journal of Structural Engineering, 2012, 138(6): 676–686. DOI: https://doi.org/10.1061/(asce)st.1943-541x.0000487.
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