Quasi-static cyclic load performance of encased concrete-filled steel tubular with steel loops joint using sustainable concrete
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s42107-020-00274-8.pdf
Reference24 articles.
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2. Adibi, M., Marefat, M. S., Asad, E., Arani, K. K., & Edmaeily, A. (2017). Seismic retrofit of external concrete beam-column joints reinforced by plain bars using steel angles prestressed by cross ties. Engineering Structures,148, 813–828. https://doi.org/10.1016/j.engstruct.2017.07.014 .
3. Ahmad, N., Akbar, J., Rizwan, M., Alam, B., Khan, A. N., & Lateef, A. (2019a). Haunch retrofitting technique for seismic upgrading deficient RC frames. Bulletin of Earthquake Engineering,17(7), 3895–3932. https://doi.org/10.1007/s10518-019-00638-9 .
4. Ahmad, N., & Masoudi, M. (2020). Eccentric steel brace retrofit for seismic upgrading of deficient reinforced concrete frames. Bulletin of Earthquake Engineering,18(6), 2807–2841. https://doi.org/10.1007/s10518-020-00808-0 .
5. Ahmad, N., Shahzad, A., Rizwan, M., Khan, A. N., Ali, S. M., Ashraf, M., et al. (2019b). Seismic performance assessment of non-compliant SMRF reinforced concrete frame: shake-table test study. Journal of Earthquake Engineering,23(3), 444–462. https://doi.org/10.1080/13632469.2017.1326426 .
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