Prediction of uniform temperature effect on rectangular hollow concrete pier based on measured temperature data
Author:
Publisher
Springer Science and Business Media LLC
Link
https://www.nature.com/articles/s41598-024-69545-7.pdf
Reference31 articles.
1. Cassese, P., Ricci, P. & Verderame, G. M. Experimental study on the seismic performance of existing reinforced concrete bridge piers with hollow rectangular section. Eng. Struct. 144, 88–106 (2017).
2. Martínez-Martín, F. J. et al. A parametric study of optimum tall piers for railway bridge viaducts. Struct. Eng. Mech. 45(6), 723–740 (2013).
3. Yan, J. B. & Xie, J. Behaviours of reinforced concrete beams under low temperatures. Constr. Build. Mater. 141, 410–425 (2017).
4. Kodur, V., Banerji, S. & Solhmirzaei, R. Effect of temperature on thermal properties of ultrahigh-performance concrete. J. Mater. Civil Eng. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003286 (2020).
5. Ou, G. et al. Assessment and mitigation of early-age cracking for on-site concrete structures by a combined scheme using temperature stress testing machine (TSTM) and long-span restraining frame. Cement Concr. Compos. 145, 105321 (2024).
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