Enhancing seismic resilience of reinforced concrete external beam column connection by employing an innovative prestressing method
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s42107-024-01003-1.pdf
Reference46 articles.
1. Abdel Aleem, B. H., & Hassan, A. A. A. (2018). Influence of rubber content on enhancing the structural behaviour of beam–column joints. Magazine of Concrete Research, 70(19), 984–996. https://doi.org/10.1680/jmacr.17.00323
2. ACI-ASCE Committee 352. (2002). Recommendations for design of beam-column connections in monolithic reinforced concrete structures.
3. Adibi, M., Marefat, M. S., Esmaeily, A., Arani, K. K., & Esmaeily, 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
4. Agarwal, P., Gupta, A., & Angadi, R. G. (2014). Effect of FRP wrapping on axial behaviour of concrete and cyclic behaviour of external RC beam column joints. KSCE Journal of Civil Engineering, 18(2), 566–573. https://doi.org/10.1007/s12205-014-0259-y
5. Alcocer, S. M. (1993). RC frame connections rehabilitated by jacketing. Journal of Structural Engineering, 119(5), 1413–1431. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:5(1413)
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