References
- ACI-ASCE Committee 352 (2002), Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures (ACI 352R-02), Reported by Joint ACI-ASCE Committee 352, American Concrete Institute, Farmington Hills, MI, USA.
- Attaalla, S.A. and Agbabian. M.S. (2004), "Performance of interior beam-column joints cast from high strength concrete under seismic loads", J. Adv. Struct. Eng., 7(2), 147-1571. https://doi.org/10.1260/1369433041211093
- CEB (1993), CEB-FIP Modes Code 1990, Bulletin d' Information CEB, 213/214, Lausanne.
- Ehsani, M.R. and Wight, J.Κ. (1985), "Effect of transverse beams and slab on behavior of reinforced concrete beam-to-column connections", ACI J., 82(2), 188-195.
- EN 1992-1-1 Eurocode 2 (2004), Design of Concrete Structures, Part 1-1: General Rules and Rules for Buildings, 224.
- EN 1998-1 Eurocode 8 (2004), Design of Structures for Earthquake Resistance. Part 1: General Rules, Seismic Actions and Rules for Buildings, Stage 51, 229.
- Fujii, S. and Morita, S. (1991), "Comparison between interior and exterior RC beam-column joint behavior", Design of Beani-Column Joints for Seismic Resistance, SP-123, J. O. Jirsa, eel., American Concrete Institute, Farmington Hills, MI, USA.
- Golias, E., Karayannis, C.G. and Karabinis, A.I. (2018), "Tests of external beam-column joint with x-type reinforcement under cyclic loading", Proceedings of the 16th European Conference on Earthquake Engineering, Thessaloniki, Greece, June.
- Kaku, T. and Asakusa, H. (1991), "Ductility estimation of exterior beam-column subassemblages in reinforced concrete frames," Design of Beam-Column Joints for Seismic Resistance, SP-123, De. J.O. Jirsa, American Concrete Institute, Farmington Hills. Mich..
- Kalogeropoulos, G. and Tsonos, A.D. (2014), "Effectiveness of r/c jacketing of substandard r/c columns with short lap splices", Struct. Monit. Maint., 1(3), 273-92. https://doi.org/10.12989/SMM.2014.1.3.273
- Kalogeropoulos, G., Tsonos, A.D., Konstandinidis, D. and Tsetines, S. (2016), "Pre-earthquake and post-earthquake retrofitting of poorly detailed exterior RC beam-to-column joints", Eng. Struct., 109, 1-15. https://doi.org/10.1016/j.engstruct.2015.11.009
- Karayannis, C. (2015), "Mechanics of external RC beam-column joints with rectangular spiral shear reinforcement: experimental verification", Meccanica, 50, 311-322. https://doi.org/10.1007/s11012-014-9953-6
- Karayannis, C. and Sirkelis, G. (2008), "Effectiveness of R/C beam-column connection repair using epoxy resin injections", Earthq. Eng. Struct. Dyn., 37, 769-790. https://doi.org/10.1002/eqe.785
- Karayannis, C., Chalioris, C. and Sideris, K. (1998), "Effectiveness of R/C beam-column connection repair using epoxy resin injections", J. Earthq. Eng., 2(2), 217-240. https://doi.org/10.1080/13632469809350320
- Karayannis, C.G., Favvata, M.J. and Kakaletsis, D. (2011), "Seismic behavior of infilled and pilotis RC frame structures with beam-column joint degradation effect", Eng. Struct., 33, 2821-2831. https://doi.org/10.1016/j.engstruct.2011.06.006
- Karayannis, C.G., Golias, E. and Chalioris, C.E. (2018), "Local FRP-retrofitting of exterior reinforced concrete beam-column joints under cyclic lateral loading", Proceedings of the 16th European Conference on Earthquake Engineering, Thessaloniki, Greece, June.
- Karayannis, C.G., Sirkelis, G.M. and Chalioris, C.E. (2003), "Repair of reinforced concrete T- J beam - column joints using epoxy resin injections", Proceedings of the 1st International Conference on Concrete Repair, St-Malo, France, 2, 793- 800.
- Leon, R.T.M. (1990), "Shear strength and hysteretic behavior of interior beam-column joints", ACI Struct. J., 87, 3-11.
- Meinheit, D.F. and Jirsa, J.O. (1982), "Shear strength of R/C beam-column connections", Proc., ASCE, 107(ST11), 2227-2244.
- New Greek Code for the Design of Reinforced Concrete Structures (1995), Athens, Greece. (in Greek)
- New Greek Earthquake Resistant Code (1995), Athens, Greece. (in Greek)
- Park, R. (2000), "A summary of results of simulated seismic load tests on reinforced concrete beam-column joints, beams and columns with substandard reinforcing details", J. Earthq. Eng., 6(2), 147-174. https://doi.org/10.1080/13632460209350413
- Park, R. and Paulay, T. (1975), Reinforced Concrete Structures, John Wiley Publications, New York, NY, USA.
- Paulay, T. and Park, R. (1984), "Joints of reinforced concrete frames designed for earthquake resistance", Research Report No. 84-9, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand.
- Paulay, T. and Priestley, M.J.N. (1992), Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, New York, NY, USA.
- Scott, B.D., Park, R. and Priestley, M.J.N. (1982), "Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates", ACI J., 79(1), 13-27.
- Sharma, A., Eligehausen, R. and Reddy, G.R. (2011), "A new model to simulate joint shear behavior of poorly detailed beam-column connections in RC structures under seismic loads, Part I: Exterior joints", Eng. Struct., 33, 1034-1051. https://doi.org/10.1016/j.engstruct.2010.12.026
- Sugano, S. and Fujimura, M. (1980), "Aseismic strengthening of existing r/c buildings", Proceedings of the 7th WCEE, Istanbul, Turkey.
- Tsonos A.G. (2007), "Cyclic load behavior of reinforced concrete beam-column subassemblages of modern structures", ACI Struct. J., 104(4), 1-11.
- Tsonos, A.D., Kalogeropoulos G., Iakovidis, P. and Konstantinidis, D. (2017), "Seismic retrofitting of pre-1970 RC bridge columns using innovative jackets", Int. J. Struct. Eng., 8(2), 133-147. https://doi.org/10.1504/IJSTRUCTE.2017.084631
- Tsonos, A.G. (1996), "Towards a new approach in the design of R/C beam-column joints", Technika Chronika, Sci. J. Tech. Cham. Greece, 16(1-2), 69-82.
- Tsonos, A.G. (1997), "Shear strength of ductile reinforced concrete beam-to-column connections for seismic resistant structures", J. Eur. Assoc. Earthq. Eng., 2, 54-64.
- Tsonos, A.G. (1999), "Lateral load response of strengthened reinforced concrete beam-to-column joints", ACI Struct. J. Proc., 96(1), 46-56.
- Tsonos, A.G. (2001a), "Seismic retrofit of R/C beam-to-column joints using local three-sided jackets", J. Eur. Earthq. Eng., 1, 48-64.
- Tsonos, A.G. (2001b), "Seismic rehabilitation of reinforced concrete joints by the removal and replacement technique", J. Eur. Earthq. Eng., 3, 29-43.
- Tsonos, A.G. (2002), "Seismic repair of exterior R/C beam-to-column joints using two-sided and three-sided jackets", Struct. Eng. Mech., 13(1), 17-34. https://doi.org/10.12989/sem.2002.13.1.017
- Tsonos, A.G. (2006), "Cyclic load behaviour of reinforced concrete beam-column subassemblages designed according to modern codes", J. Eur. Earthq. Eng., 3, 3-21.
- Tsonos, A.G. (2007), "Cyclic load behaviour of reinforced concrete beam-column subassemblages of modern structures", ACI Struct. J., 194(4), 468-478.
- Tsonos, A.G. (2008), "Effectiveness of CFRP - jackets and RC - jackets in post-earthquake and pre-earthquake retrofitting of beam-column subassemblages", Eng. Struct., 30, 777-793. https://doi.org/10.1016/j.engstruct.2007.05.008
- Tsonos, A.G. (2009), "Ultra-high performance fiber reinforced concrete: an innovative solution for strengthening old R/C structures and for improving the FRP strengthening method", Keynote Speaker, Materials Characterisation Computational Methods and Experiments IV, The New Forest, UK.
- Tsonos, A.G. (2010), "Performance enhancement of R/C building columns and beam-column joints through shotcrete jacketing", Eng. Struct., 32, 726-740. https://doi.org/10.1016/j.engstruct.2009.12.001
-
Tsonos, A.G. (2017), "Model for the evaluation of the beam-column joint ultimate strength-Substitution of equation ({\chi}+
$\psi$ )^5+10{$\psi$ }-10{\chi}=1 with a line equation", Presentation during the 3rd Meeting of CEN/TC250/SC08/ Working Group 5, "Concrete", Paris. - Uzumeri, S.M. (1977), "Strength and ductility of cast-in-place beam-column joints," Reinforced Concrete Structures in Seismic Zones, SP-53, American Concrete Institute, Farmington Hills, MI, 293-350.
Cited by
- Strengthening of deficient RC joints with diagonally placed external C-FRP ropes vol.20, pp.1, 2019, https://doi.org/10.12989/eas.2021.20.1.123