Experimental Performance Evaluation of Concrete-Filled Steel Tube Columns Confined by High-Strength Steel Bolts

Author:

Alrebeh Salih K.,Ahmed Ahmed D.,Al-Asad Ali K.,Ekmekyapar Talha

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference59 articles.

1. Abedi, K., Ferdousi, A., & Afshin, H. (2008). A novel steel section for concrete-filled tubular columns. Thin-Walled Structures, 46(3), 310–319.

2. Ahmed, A. D., & Güneyisi, E. M. (2019). Structural performance of frames with concrete-filled steel tubular columns and steel beams: Finite element approach. Advanced Composites Letters, 28, 2633366X19894593.

3. Al-Eliwi, B. J., Ekmekyapar, T., Faraj, R. H., Gogus, M. T., & Al-Shaar, A. A. (2017). Performance of lightweight aggregate and self-compacted concrete-filled steel tube columns. Steel and Composite Structures, 25(3), 299–314.

4. Alhatmey, I. A., Ekmekyapar, T., & Alrebeh, S. K. (2018). Residual strength capacity of fire-exposed circular concrete-filled steel tube stub columns. Advances in Concrete Construction, 6(5), 485–507.

5. Alrebeh, S. K., & Ekmekyapar, T. (2019a). Structural performance of short concrete-filled steel tube columns with external and internal stiffening under axial compression. Structures, 20, 702–716.

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