How to cite this paper
Mimouni, M., Kerdal, D & Kharroubi, L. (2024). Assessment of the impact of column-to-beam strength ratio on seismic response of RC beam-column connections.Engineering Solid Mechanics, 12(3), 295-310.
Refrences
ABAQUS (2014). Analysis user’s manual 6.14-EF. Dassault Systems Simulia Corp. Providence, RI, USA
American Concrete Institute (2014). Building code requirements for structural concrete (ACI 318-14) and Commentary (ACI 318R-14). ACI, Farmington Hills, MI.
ANSYS, Inc. (2004). Ansys user’s manual, revision 9, SAS IP, Houston
ANSYS, Inc. (2009). Finite Element Analysis System, SAS IP, USA
AS3600 (2001). Australian standard on concrete structures. Standards Australia, International Ltd., Sydney, NSW, Australia
Davidovici, V. (2003). Séisme de Boumerdes – 21 mai 2003. Rapport préliminaire de la mission de l’AFPS, organisé avec le concours du Ministère de l’Habitat – Algérie, Dynamic concept.
Diro, G. A., & Kabeta, W. F. (2020). Finite element analysis of key influence parameters in reinforced concrete exterior beam column connection subjected to lateral loading. European Journal of Engineering Research and Science, 5(6), 689 - 697. https://doi.org/10.24018/ejeng.2020.5.6.1947
Dooley, K.L., & Bracci, J.M. (2001). Seismic evaluation of column-to-beam strength ratios in reinforced concrete frames. ACI Structural Journal, 98(6), 843 - 851. https://doi.org/10.14359/10751
Eurocode 2 (2004). Design of concrete structures - Part 1-1: General rules and rules for buildings. (EN 1992-1-1: 2004), CEN, Brussels, Belgium.
Eurocode 8 (2004). Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings. (EN 1998 - 1: 2004), CEN, Brussels, Belgium.
Günay, M. S., & Mosalam, K. M. (2010). Structural engineering reconnaissance of the April 6, 2009, Abruzzo, Italy, earthquake, and lessons learned. PEER Report 2010/105, Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley.
Hwang, H.J., Park, H., Choi, W., Chung, L., & Kim, J. (2014). Cyclic loading test for beam-column connections with 600 MPa (87 ksi) beam flexural reinforcing bars. ACI Structural Journal, 111(4), 913 - 923. https://doi.org/10.14359/51686920
Kachlakev, D., Miller, T., Yim, S., Chansawat, K., & Potisuk, T. (2001). Finite element modeling of reinforced concrete structures strengthened with FRP laminates. Final Report SPR 316, Oregon Department of Transportation Research Group & Federal Highway Administration, Washington DC.
Kim, C. S., Park, H. G., & Truong, G.T. (2022). Column-to-beam flexural strength ratio for performance-based design of RC moment frames. Journal of Building Engineering, 46, 103645. https://doi.org/10.1016/j.jobe.2021.103645
Kim, J., & LaFave, J. M. (2007). Key influence parameters for the joint shear behaviour of reinforced concrete (RC) beam–column connections. Engineering Structures, 29, 2523 - 2539. https://doi.org/10.1016/j.engstruct.2006.12.012
Lee, J. Y., Kima, J. Y., & Oh, G. J. (2009). Strength deterioration of reinforced concrete beam–column joints subjected to cyclic loading. Engineering Structures, 31, 2070 - 2085. https://doi.org/10.1016/j.engstruct.2009.03.009
Liu, Y., Wong, H., Luk, S., Tong, C., & Lam, H. (2019). Effects of beam-column depth ratio on seismic behaviour of non-seismic detailed reinforced concrete beam-column joints. The 2019 World Congress on Advances in Structural Engineering and Mechanics (ASEM19) Jeju Island, Korea, September 17 - 21, 2019. https://repository.vtc.edu.hk/thei-fac-sci-tech-sp/428
Liu, Y., Wong, S.H., Zhang, H., Kuang, J.S., Lee, P., & Kwong, W. (2021). Seismic behavior of non-seismically designed eccentric reinforced concrete beam-column joints. Earthquakes and Structures, 21(6), 613 - 625. https://doi.org/10.12989/eas.2021.21.6.613
Mahini, S.S., & Ronagh, H.R. (2011). Web-bonded FRPs for relocation of plastic hinges away from the column face in exterior RC joints. Composites Structures, 93(10), 2460 - 2472. https://doi.org/10.1016/j.compstruct.2011.04.002
Maosheng, G., Bo, L., Zhanxuan, Z., Jing, S., & Hao, Z. (2022). The Influence of the Flexural Strength Ratio of Columns to Beams on the Collapse Capacity of RC Frame Structures. Buildings, 12(8), 1219. https://doi.org/10.3390/buildings12081219
Maosheng, G., Zhanxuan, Z., Jing, S., Riteng, H., & Yinan, Z. (2021). Influence of the column-to-beam flexural strength ratio on the failure mode of beam-column connections in RC frames. Earthquake Engineering and Engineering Vibration, 20, 441 - 452. https://doi.org/10.1007/s11803-021-2030-y
Najafgholipour, M.A., Dehghan, S.M., Dooshabi, A., & Niroomandi, A. (2017). Finite element analysis of reinforced concrete beam-column connections with governing joint shear failure mode. Latin American Journal of Solids and Structures, 14, 1200 - 1225. https://doi.org/10.1590/1679-78253682
Niroomandi, A., Najafgholipour, M.A., & Ronagh, H.R. (2014). Numerical investigation of the affecting parameters on the shear failure of Nonductile RC exterior joints. Engineering Failure Analysis, 46, 62 - 75. https://doi.org/10.1016/j.engfailanal.2014.08.003
Parate, K., & Kumar, R. (2019). Shear strength criteria for design of RC beam–column joints in building codes. Bulletin of Earthquake Engineering, 17, 1407 - 1493. https://doi.org/10.1007/s10518-018-0492-8
Park, R., & Paulay, T. (1975). Reinforced Concrete Structures. John Wiley & Sons, Inc, New York. https://doi.org/10.1002/9780470172834
Park, S., & Mosalam, K. M. (2012a). Analytical model for predicting the shear strength of unreinforced exterior beam-column joints. ACI Structural Journal, 109(2), 149 - 160. https://doi.org/10.14359/51683626
Park, S., & Mosalam, K. M. (2012b). Parameters for shear strength prediction of exterior beam-column joints without transverse reinforcement. Engineering Structures, 36(6), 198 - 209. https://doi.org/10.1016/j.engstruct.2011.11.017
Park, S., & Mosalam, K. M. (2013). Experimental investigation of nonductile RC corner beam-column joints with floor slabs. Journal of Structural Engineering ASCE, 139(1), 1 - 14. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000591
RPA99/Version 2003 (2003). Règles Parasismiques Algériennes, D.T.R.–B.C. 2.48. Ministère de l’Habitat et de l’Urbanisme, Edition CGS, Algérie.
Sezen, H., Elwood, K. J., Whittaker, A. S., Mosalam, K. M., Wallace, J. W., & Stanton, J. F. (2000). Structural engineering reconnaissance of the august 17, 1999, kocaeli (izmit), Turkey, Earthquake. PEER Report 2000/09, Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley. https://doi.org/10.13140/RG.2.1.1324.2483
Standards New Zealand, NZS3101.1:2006 “Concrete Structures Standard”, Standards New Zealand, Wellington, New Zealand.
Su, J., Liu, B., Xing, G., Ma, Y., & Huang, J. (2020). Influence of beam-to-column linear stiffness ratio on failure mechanism of reinforced concrete moment-resisting frame structures. Advances in Civil Engineering, Volume 2020, Article ID 9216798, 24 pages. https://doi.org/10.1155/2020/9216798
Sunitha, P., Murty, C.V.R., & Goswami, R. (2014). Quantifying parameters that ensure large deformability of earthquake resistant RC buildings in high seismic regions. 10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering, Anchorage, Alaska.
Surana, M., Singh, Y., & Lang, D. H. (2018). Effect of strong‑column weak‑beam design provision on the seismic fragility of RC frame buildings. International Journal of Advanced Structural Engineering 10, 131 - 141. https://doi.org/10.1007/s40091-018-0187-z
Tsonos, A.G. (2007). Cyclic load behaviour of reinforced concrete beam-column subassemblages of modern structures. ACI Structural Journal, 104(4), 468 - 478. https://doi.org/10.14359/18777
Tran, T. M., & Hadi, M. N. (2017). Shear strength model of reinforced-concrete exterior joint under cyclic loading. Proceedings of the institution of civil engineers-structures and buildings, 170(8), 603-617. https://doi.org/10.1680/jstbu.15.00022
Tran, T.M. (2016). Influence factors for the shear strength of exterior and interior reinforced concrete beam-column joints. Procedia engineering, 142, 63-70. https://doi.org/10.1016/j.proeng.2016.02.014
Willam, K. J., & Warnke, E. P. (1975). Constitutive model for the triaxial behavior of concrete. Proceedings of the International Association for Bridge and Structural Engineering, ISMES, Bergamo, Italy. Vol. 19, 1 - 30. https://doi.org/10.5169/seals-17526
American Concrete Institute (2014). Building code requirements for structural concrete (ACI 318-14) and Commentary (ACI 318R-14). ACI, Farmington Hills, MI.
ANSYS, Inc. (2004). Ansys user’s manual, revision 9, SAS IP, Houston
ANSYS, Inc. (2009). Finite Element Analysis System, SAS IP, USA
AS3600 (2001). Australian standard on concrete structures. Standards Australia, International Ltd., Sydney, NSW, Australia
Davidovici, V. (2003). Séisme de Boumerdes – 21 mai 2003. Rapport préliminaire de la mission de l’AFPS, organisé avec le concours du Ministère de l’Habitat – Algérie, Dynamic concept.
Diro, G. A., & Kabeta, W. F. (2020). Finite element analysis of key influence parameters in reinforced concrete exterior beam column connection subjected to lateral loading. European Journal of Engineering Research and Science, 5(6), 689 - 697. https://doi.org/10.24018/ejeng.2020.5.6.1947
Dooley, K.L., & Bracci, J.M. (2001). Seismic evaluation of column-to-beam strength ratios in reinforced concrete frames. ACI Structural Journal, 98(6), 843 - 851. https://doi.org/10.14359/10751
Eurocode 2 (2004). Design of concrete structures - Part 1-1: General rules and rules for buildings. (EN 1992-1-1: 2004), CEN, Brussels, Belgium.
Eurocode 8 (2004). Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings. (EN 1998 - 1: 2004), CEN, Brussels, Belgium.
Günay, M. S., & Mosalam, K. M. (2010). Structural engineering reconnaissance of the April 6, 2009, Abruzzo, Italy, earthquake, and lessons learned. PEER Report 2010/105, Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley.
Hwang, H.J., Park, H., Choi, W., Chung, L., & Kim, J. (2014). Cyclic loading test for beam-column connections with 600 MPa (87 ksi) beam flexural reinforcing bars. ACI Structural Journal, 111(4), 913 - 923. https://doi.org/10.14359/51686920
Kachlakev, D., Miller, T., Yim, S., Chansawat, K., & Potisuk, T. (2001). Finite element modeling of reinforced concrete structures strengthened with FRP laminates. Final Report SPR 316, Oregon Department of Transportation Research Group & Federal Highway Administration, Washington DC.
Kim, C. S., Park, H. G., & Truong, G.T. (2022). Column-to-beam flexural strength ratio for performance-based design of RC moment frames. Journal of Building Engineering, 46, 103645. https://doi.org/10.1016/j.jobe.2021.103645
Kim, J., & LaFave, J. M. (2007). Key influence parameters for the joint shear behaviour of reinforced concrete (RC) beam–column connections. Engineering Structures, 29, 2523 - 2539. https://doi.org/10.1016/j.engstruct.2006.12.012
Lee, J. Y., Kima, J. Y., & Oh, G. J. (2009). Strength deterioration of reinforced concrete beam–column joints subjected to cyclic loading. Engineering Structures, 31, 2070 - 2085. https://doi.org/10.1016/j.engstruct.2009.03.009
Liu, Y., Wong, H., Luk, S., Tong, C., & Lam, H. (2019). Effects of beam-column depth ratio on seismic behaviour of non-seismic detailed reinforced concrete beam-column joints. The 2019 World Congress on Advances in Structural Engineering and Mechanics (ASEM19) Jeju Island, Korea, September 17 - 21, 2019. https://repository.vtc.edu.hk/thei-fac-sci-tech-sp/428
Liu, Y., Wong, S.H., Zhang, H., Kuang, J.S., Lee, P., & Kwong, W. (2021). Seismic behavior of non-seismically designed eccentric reinforced concrete beam-column joints. Earthquakes and Structures, 21(6), 613 - 625. https://doi.org/10.12989/eas.2021.21.6.613
Mahini, S.S., & Ronagh, H.R. (2011). Web-bonded FRPs for relocation of plastic hinges away from the column face in exterior RC joints. Composites Structures, 93(10), 2460 - 2472. https://doi.org/10.1016/j.compstruct.2011.04.002
Maosheng, G., Bo, L., Zhanxuan, Z., Jing, S., & Hao, Z. (2022). The Influence of the Flexural Strength Ratio of Columns to Beams on the Collapse Capacity of RC Frame Structures. Buildings, 12(8), 1219. https://doi.org/10.3390/buildings12081219
Maosheng, G., Zhanxuan, Z., Jing, S., Riteng, H., & Yinan, Z. (2021). Influence of the column-to-beam flexural strength ratio on the failure mode of beam-column connections in RC frames. Earthquake Engineering and Engineering Vibration, 20, 441 - 452. https://doi.org/10.1007/s11803-021-2030-y
Najafgholipour, M.A., Dehghan, S.M., Dooshabi, A., & Niroomandi, A. (2017). Finite element analysis of reinforced concrete beam-column connections with governing joint shear failure mode. Latin American Journal of Solids and Structures, 14, 1200 - 1225. https://doi.org/10.1590/1679-78253682
Niroomandi, A., Najafgholipour, M.A., & Ronagh, H.R. (2014). Numerical investigation of the affecting parameters on the shear failure of Nonductile RC exterior joints. Engineering Failure Analysis, 46, 62 - 75. https://doi.org/10.1016/j.engfailanal.2014.08.003
Parate, K., & Kumar, R. (2019). Shear strength criteria for design of RC beam–column joints in building codes. Bulletin of Earthquake Engineering, 17, 1407 - 1493. https://doi.org/10.1007/s10518-018-0492-8
Park, R., & Paulay, T. (1975). Reinforced Concrete Structures. John Wiley & Sons, Inc, New York. https://doi.org/10.1002/9780470172834
Park, S., & Mosalam, K. M. (2012a). Analytical model for predicting the shear strength of unreinforced exterior beam-column joints. ACI Structural Journal, 109(2), 149 - 160. https://doi.org/10.14359/51683626
Park, S., & Mosalam, K. M. (2012b). Parameters for shear strength prediction of exterior beam-column joints without transverse reinforcement. Engineering Structures, 36(6), 198 - 209. https://doi.org/10.1016/j.engstruct.2011.11.017
Park, S., & Mosalam, K. M. (2013). Experimental investigation of nonductile RC corner beam-column joints with floor slabs. Journal of Structural Engineering ASCE, 139(1), 1 - 14. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000591
RPA99/Version 2003 (2003). Règles Parasismiques Algériennes, D.T.R.–B.C. 2.48. Ministère de l’Habitat et de l’Urbanisme, Edition CGS, Algérie.
Sezen, H., Elwood, K. J., Whittaker, A. S., Mosalam, K. M., Wallace, J. W., & Stanton, J. F. (2000). Structural engineering reconnaissance of the august 17, 1999, kocaeli (izmit), Turkey, Earthquake. PEER Report 2000/09, Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley. https://doi.org/10.13140/RG.2.1.1324.2483
Standards New Zealand, NZS3101.1:2006 “Concrete Structures Standard”, Standards New Zealand, Wellington, New Zealand.
Su, J., Liu, B., Xing, G., Ma, Y., & Huang, J. (2020). Influence of beam-to-column linear stiffness ratio on failure mechanism of reinforced concrete moment-resisting frame structures. Advances in Civil Engineering, Volume 2020, Article ID 9216798, 24 pages. https://doi.org/10.1155/2020/9216798
Sunitha, P., Murty, C.V.R., & Goswami, R. (2014). Quantifying parameters that ensure large deformability of earthquake resistant RC buildings in high seismic regions. 10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering, Anchorage, Alaska.
Surana, M., Singh, Y., & Lang, D. H. (2018). Effect of strong‑column weak‑beam design provision on the seismic fragility of RC frame buildings. International Journal of Advanced Structural Engineering 10, 131 - 141. https://doi.org/10.1007/s40091-018-0187-z
Tsonos, A.G. (2007). Cyclic load behaviour of reinforced concrete beam-column subassemblages of modern structures. ACI Structural Journal, 104(4), 468 - 478. https://doi.org/10.14359/18777
Tran, T. M., & Hadi, M. N. (2017). Shear strength model of reinforced-concrete exterior joint under cyclic loading. Proceedings of the institution of civil engineers-structures and buildings, 170(8), 603-617. https://doi.org/10.1680/jstbu.15.00022
Tran, T.M. (2016). Influence factors for the shear strength of exterior and interior reinforced concrete beam-column joints. Procedia engineering, 142, 63-70. https://doi.org/10.1016/j.proeng.2016.02.014
Willam, K. J., & Warnke, E. P. (1975). Constitutive model for the triaxial behavior of concrete. Proceedings of the International Association for Bridge and Structural Engineering, ISMES, Bergamo, Italy. Vol. 19, 1 - 30. https://doi.org/10.5169/seals-17526