Behavior of a multi-story reinforced concrete structure with CFRP-strengthened columns at the lower story

Author:

Abdulridha Abdulkhalik J.

Publisher

Springer Science and Business Media LLC

Reference48 articles.

1. Abdel Raheem, S. E. (2013). Evaluation of Egyptian code provisions for seismic design of moment-resisting-frame multi-story buildings. International Journal of Advanced Structural Engineering, 5, 20. https://doi.org/10.1186/2008-6695-5-20

2. Abdulridha, A. J. (2023). Behavior of a multi-story steel structure with eccentric X-brace. Frattura Ed Integrita Strutturale, 17(66), 273–296. https://doi.org/10.3221/IGF-ESIS.66.17

3. Abdulridha, A. J., Taki, Z. N., & Harba, I. S. (2018). Numerical analysis of reinforced concrete beam strengthened by cfrp subjected to monotonic loading. International Journal of Civil Engineering and Technology, 9(10), 894–904.

4. Abdulridha, A. J., Risan, H. K., & Harba, I. S. (2018). Numerical analysis of two-way RC slab with a sawn up opening strengthened by CFRP. International Journal of Civil Engineering and Technology, 9(8), 1159–1167.

5. ACI-318. (2019). Building code requirements for structural concrete (ACI 318–19). American Concrete Institute, 41, 21.

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