Research on the Axial Compressive Behavior of Concrete-Filled Steel Tubular Column Reinforced with Annular Stiffener
Author:
Funder
Science and Technology Project of State Grid
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s13296-024-00837-4.pdf
Reference31 articles.
1. Ahmed, M., Ci, J. C., Yan, X. F., Lin, S. Q., & Chen, S. C. (2021). Numerical modeling of axially loaded circular concrete-filled double-skin steel tubular short columns incorporating a new concrete confinement model. Structures, 30, 611–627. https://doi.org/10.1016/j.istruc.2021.01.044
2. Arokiaprakash, A., & Selvan, S. S. (2023). Comprehensive study of compressive behavior of CFST columns with confinements and stiffeners. Journal of Constructional Steel Research, 211, 108127. https://doi.org/10.1016/j.jcsr.2023.108127
3. Cai, J. M., Pan, J. L., & Wu, Y. F. (2015). Mechanical behavior of steel-reinforced concrete-filled steel tubular (SRCFST) columns under uniaxial compressive loading. Thin-Walled Structures, 97, 1–10. https://doi.org/10.1016/j.tws.2015.08.028
4. Chen, Z., Zhou, J., & Jin, C. (2023). Experimental and numerical investigations on seismic behavior of spiral stirrup-confined square concrete-filled steel tubular columns. Journal of Building Engineering, 78, 107691. https://doi.org/10.1016/j.jobe.2023.107691
5. Dai, P. J., Liao, F. Y., Hou, C. C., Yang, Y. X., & Wang, R. (2023). Performance of concrete filled steel tubular (CFST) members with circumferential gap under lateral impact. Journal of Constructional Steel Research, 210, 108103. https://doi.org/10.1016/j.jcsr.2023.108103
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