Seismic Performance and Damage Mechanism of RC Double-Column Pier Structure with Triple Coupling Beams
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40999-024-00945-6.pdf
Reference45 articles.
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2. Kim TH, Eum KY (2022) Seismic performance assessment of reinforced concrete wall piers for out-of-plane seismic loads. Mag Concrete Res 74(11):541–556. https://doi.org/10.1680/jmacr.20.00405
3. Ye L, Yuan W, Xie W (2022) Seismic fragility and loss assessment on earthquake-resilient double-column tall piers with shear links subjected to far-field and near-fault ground motion. Structures 45:1774–1787. https://doi.org/10.1016/j.istruc.2022.10.031
4. Xu JP, Wu H, Ma LL, Fang Q (2022) Residual axial capacity of seismically designed RC bridge pier after near-range explosion of vehicle bombs. Eng Struct 265(15):114487. https://doi.org/10.1016/j.engstruct.2022.114487
5. Weldon BD, Kurama YC (2007) Nonlinear behavior of precast concrete coupling beams under lateral loads. J Struct Eng 133(11):1571–1581. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:11(1571)
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