Structural behavior of CFRP wrapped circular hollow bridge piers under cyclic loading considering local buckling limit state
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s42107-024-00993-2.pdf
Reference27 articles.
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4. Cheok, W. C. (1990). Behavior of 1/6-scale model bridge columns subjected to inelastic cyclic loading. ACI Structural Journal., 87(6), 630–638. https://doi.org/10.14359/2943
5. del Rey, C. M. C., & Ingham, J. (2018). Seismic behavior of RC columns flexurally strengthened with FRP sheets and FRP anchors. Composite Structures, 203, 382–395. https://doi.org/10.1016/j.compstruct.2018.07.029
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