Experimental Assessment of the Cyclic Behaviour of RC-DP Beam to Column Joints

References

• Al-Salloum, Y. A., and T. H. Almusallam. 2007. Seismic response of interior RC beam-column joints upgraded with FRP sheets. I: Experimental study. Journal of Composite Constructions 11 (6): 575–89.
   Web of Science ®Google Scholar
• Antonopoulos, C. P., and T. C. Triantafillou. 2003. Experimental investigation of FRP-strengthened RC beam-column joints. Journal of Composite Constructions 7 (1): 39–49.
   Web of Science ®Google Scholar
• Berto, L., P. Simioni, and A. Saetta. 2012. Structural risk assessment of corroding RC structures under seismic excitation. Construction and Building Materials 30: 803–13.
   Web of Science ®Google Scholar
• Blomfors, M., K. Zandi, K. Lundgren, and D. Coronelli. 2018. Engineering bond model for corroded reinforcement. Engineering Structures 156: 394–410.
   Web of Science ®Google Scholar
• Braconi, A., F. Braga, S. Caprili, R. Gigliotti, and W. Salvatore. 2014. Seismic demand on steel reinforcing bars in reinforced concrete frame structures. Bulletin of Earthquake Engineering 12: 2633–64.
   Web of Science ®Google Scholar
• Caprili, S., J. Moersch, and W. Salvatore. 2015. Mechanical performance vs. corrosion damage indicators for corroded steel reinforcing bars. Advances in Materials Science and Engineering, Volume 2015, Article ID 739625, 19 pages, https://doi.org/http://dx.doi.org/10.1155/2015/739625.
   Google Scholar
• Caprili, S., and W. Salvatore. 2015. Cyclic behaviour of uncorroded and corroded steel reinforcing bars. Construction and Building Materials 76: 168–86.
   Web of Science ®Google Scholar
• Caprili, S., W. Salvatore, R. Valentini, C. Ascanio, and G. Luvarà. 2018. A new generation of high-ductile Dual-Phase steel reinforcing bars. Construction and Building Materials 179: 66–79.
   Web of Science ®Google Scholar
• Caprili, S., W. Salvatore, R. Valentini, C. Ascanio, and G. Luvarà. 2019. Dual-phase steel reinforcing bars in uncorroded and corroded conditions. Construction and Building Materials 218: 162–75.
   Web of Science ®Google Scholar
• D.M. 2018 Jan 17. Aggiornamento delle “Norme Tecniche per le Costruzioni”. Ministero delle Infrastrutture e dei Trasporti, Gazzetta Ufficiale della Repubblica Italiana.
   Google Scholar
• EN 1992-1-1:2005, 2005. Eurocode 2 (Annex C) - Design of concrete structures - Part 1-1: General rules and rules for building.
   Google Scholar
• EN 1998–1. 2005. Eurocode 8: Design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildings. European Committee for Standardization, CEN, 36 B-1050, Brussels.
   Google Scholar
• EN 206:2013+A1:2016. 2016. Concrete. Specification, performance, production and conformity. European Committee for Standardization, CEN, Brussels.
   Google Scholar
• Fang, C., K. Lundgren, L. Chen, and C. Zhu. 2004. Corrosion influence on bond in reinforced concrete. Cement and Concrete Research 34 (11): 2159–67.
   Web of Science ®Google Scholar
• Imperatore, S., Z. Rinaldi, and C. Drago. 2017. Degradation relationships for the mechanical properties of corroded steel rebars. Construction and Building Materials 148: 219–30.
   Web of Science ®Google Scholar
• Karayannis, C. G., C. E. Chalioris, and G. M. Sirkelis. 2008. Local retrofit of exterior RC beam–column joints using thin RC jackets—An experimental study. Earthquake Engineering and Structural Dynamics 37: 727–46.
   Web of Science ®Google Scholar
• Laterza, M., M. D’Amato, and R. Gigliotti. 2017. Modeling of gravity-designed RC sub-assemblages subjected to lateral loads. Engineering Structures 130: 242–60.
   Web of Science ®Google Scholar
• Ma, Y., Z. Guo, L. Wang, and J. Zhang. 2017. Experimental investigation of corrosion effect on bond behavior between reinforcing bar and concrete. Construction and Building Materials 152: 240–249.
   Google Scholar
• Masi, A., G. Santarsiero, and D. Nigro. 2011. Cyclic tests on external RC beam-column joints: role of seismic design level and axial load value on the ultimate capacity. Journal of Earthquake Engineering 17: 110–36.
   Web of Science ®Google Scholar
• Meda, A., S. Mostosi, Z. Rinaldi, and P. Riva. 2014. Experimental evaluation of the corrosion influence on the cyclic behaviour of RC columns. Engineering Structures 76: 112–23.
   Web of Science ®Google Scholar
• Morelli, F., C. Amico, W. Salvatore, N. Squeglia, and S. Stacul. 2017. Influence of tension stiffening on the flexural stiffness of reinforced concrete circular sections. Materials 10: 669. doi: https://doi.org/10.3390/ma10060669.
   Web of Science ®Google Scholar
• Paulay, T., and M. N. J. Priestley. 1992. seismic design of reinforced concrete and masonry buildings. New York: John Wiley & Sons, Inc.
   Google Scholar
• Yanga, H., W. Zhao, Z. Zhu, and J. Fu. 2018. Seismic behavior comparison of reinforced concrete interior beam-column joints based on different loading methods. Engineering Structures 166: 31–45.
   Web of Science ®Google Scholar