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How to cite this paper
APA: Shayanfar, M., Rostamian, M., Ghanooni-Bagha, M., Tajban, A & Nemati, S. (2018). Evaluating the plasticity of concrete beam-column connections reinforced with FRP composite rebars. Engineering Solid Mechanics, 6(4), 331-340.
Chicago/Turabian: Shayanfar, M., Rostamian, M., Ghanooni-Bagha, M., Tajban, A & Nemati, S. 2018. "Evaluating the plasticity of concrete beam-column connections reinforced with FRP composite rebars." Engineering Solid Mechanics 6, no. 4 (2018): 331-340.
AMA: Shayanfar, M., Rostamian, M., Ghanooni-Bagha, M., Tajban, A & Nemati, S. Evaluating the plasticity of concrete beam-column connections reinforced with FRP composite rebars. Engineering Solid Mechanics. 2018;6(4):331-340.
References
Abbasnia, R., & Ziaadiny, H. (2010). Behavior of concrete prisms confined with FRP composites under axial cyclic compression. Engineering Structures, 32(3), 648-655.
Abbasnia, R., Hosseinpour, F., Rostamian, M., & Ziaadiny, H. (2012a). Effect of corner radius on stress–strain behavior of FRP confined prisms under axial cyclic compression. Engineering Structures, 40, 529-535.
Abbasnia, R., Ahmadi, R., & Ziaadiny, H. (2012b). Effect of confinement level, aspect ratio and concrete strength on the cyclic stress–strain behavior of FRP-confined concrete prisms. Composites Part B: Engineering, 43(2), 825-831.
Abbasnia, R., Hosseinpour, F., Rostamian, M., & Ziaadiny, H. (2013). Cyclic and monotonic behavior of FRP confined concrete rectangular prisms with different aspect ratios. Construction and Building Materials, 40, 118-125.
Abrams, D. P. (1987). Scale relations for reinforced concrete beam-column joints. Structural Journal, 84(6), 502-512.
Ehsani, M. R., & Wight, J. K. (1982). Behavior of external reinforced concrete beam to column connections subjected to earthquake type loading.
Ghanooni-Bagha, M., Shayanfar, M. A., Shirzadi-Javid, A. A., & Ziaadiny, H. (2016). Corrosion-induced reduction in compressive strength of self-compacting concretes containing mineral admixtures. Construction and Building Materials, 113, 221-228.
Ha, G. J., Kim, J. K., & Chung, L. (1992). Response of reinforced high-strength concrete beam–column joints under load reversals. Magazine of Concrete Research, 44(160), 175-184.
Hamil, S. J., Baglin, P. S., & Scott, R. H. (2004). Finite Element Modeling of Reinforce Concrete Beam-Column Connections. University of Durham, UK Feb.
Hegger, J., Sherif, A., & Roeser, W. (2003). Nonseismic design of beam-column joints. Structural Journal, 100(5), 654-664.
Hegger, J., Sherif, A., & Roeser, W. (2004). Nonlinear finite element analysis of reinforced concrete beam-column connections. Structural Journal, 101(5), 604-614.
Luo, Y. H., Durrani, A. J., Bai, S., & Yuan, J. (1994). Study of reinforcing detail of tension bars in frame corner connections. Structural Journal, 91(4), 486-496.
Meinheit, D. F., & Jirsa, J. O. (1981). Shear strength of R/C beam-column connections. Journal of the Structural Division, 107(11), 2227-2244.
Nannil, A., Saadatmanesh, H., Ahmad, S., Albrecht, P., Al-Tayyib, A. H., Balaguru, P. N., ... & Burgoyne, C. J. (1996). State-of-the-Art Report on Fiber Reinforced Plastic (FRP) Reinforcement for Concrete Structures.
Nilson, A. (1997). Design of concrete structures (No. 12th Edition).
Pantazopoulou, S., & Bonacci, J. (1992). Consideration of questions about beam-column joints. ACI Structural Journal, 89(1), 27-36.
Russo, G., Zingone, G., & Romano, F. (1990). Analytical solution for bond-slip of reinforcing bars in RC joints. Journal of Structural Engineering, 116(2), 336-355.
Scott, R. H. (1996). Intrinsic mechanisms in reinforced concrete beam-column connection behavior. Structural Journal, 93(3), 336-346.
Shayanfar, M. A., Barkhordari, M. A., & Ghanooni-Bagha, M. (2015a). Probability calculation of rebars corrosion in reinforced concrete using css algorithms. Journal of Central South University, 22(8), 3141-3150.
Shayanfar, M. A., Barkhordari, M. A., & Ghanooni-Bagha, M. (2015b). Estimation of corrosion occurrence in RC structure using reliability based PSO optimization. Periodica Polytechnica Civil Engineering, 59(4), 531-542.
Shayanfar, M. A., Barkhordari, M. A., & Ghanooni-Bagha, M. (2016). Effect of longitudinal rebar corrosion on the compressive strength reduction of concrete in reinforced concrete structure. Advances in Structural Engineering, 19(6), 897-907.
Soroushian, P., Obaseki, K., Nagi, M., & Rojas, M. C. (1988). Pullout behavior of hooked bars in exterior beam-column connections. Structural Journal, 85(3), 269-276.
Abbasnia, R., Hosseinpour, F., Rostamian, M., & Ziaadiny, H. (2012a). Effect of corner radius on stress–strain behavior of FRP confined prisms under axial cyclic compression. Engineering Structures, 40, 529-535.
Abbasnia, R., Ahmadi, R., & Ziaadiny, H. (2012b). Effect of confinement level, aspect ratio and concrete strength on the cyclic stress–strain behavior of FRP-confined concrete prisms. Composites Part B: Engineering, 43(2), 825-831.
Abbasnia, R., Hosseinpour, F., Rostamian, M., & Ziaadiny, H. (2013). Cyclic and monotonic behavior of FRP confined concrete rectangular prisms with different aspect ratios. Construction and Building Materials, 40, 118-125.
Abrams, D. P. (1987). Scale relations for reinforced concrete beam-column joints. Structural Journal, 84(6), 502-512.
Ehsani, M. R., & Wight, J. K. (1982). Behavior of external reinforced concrete beam to column connections subjected to earthquake type loading.
Ghanooni-Bagha, M., Shayanfar, M. A., Shirzadi-Javid, A. A., & Ziaadiny, H. (2016). Corrosion-induced reduction in compressive strength of self-compacting concretes containing mineral admixtures. Construction and Building Materials, 113, 221-228.
Ha, G. J., Kim, J. K., & Chung, L. (1992). Response of reinforced high-strength concrete beam–column joints under load reversals. Magazine of Concrete Research, 44(160), 175-184.
Hamil, S. J., Baglin, P. S., & Scott, R. H. (2004). Finite Element Modeling of Reinforce Concrete Beam-Column Connections. University of Durham, UK Feb.
Hegger, J., Sherif, A., & Roeser, W. (2003). Nonseismic design of beam-column joints. Structural Journal, 100(5), 654-664.
Hegger, J., Sherif, A., & Roeser, W. (2004). Nonlinear finite element analysis of reinforced concrete beam-column connections. Structural Journal, 101(5), 604-614.
Luo, Y. H., Durrani, A. J., Bai, S., & Yuan, J. (1994). Study of reinforcing detail of tension bars in frame corner connections. Structural Journal, 91(4), 486-496.
Meinheit, D. F., & Jirsa, J. O. (1981). Shear strength of R/C beam-column connections. Journal of the Structural Division, 107(11), 2227-2244.
Nannil, A., Saadatmanesh, H., Ahmad, S., Albrecht, P., Al-Tayyib, A. H., Balaguru, P. N., ... & Burgoyne, C. J. (1996). State-of-the-Art Report on Fiber Reinforced Plastic (FRP) Reinforcement for Concrete Structures.
Nilson, A. (1997). Design of concrete structures (No. 12th Edition).
Pantazopoulou, S., & Bonacci, J. (1992). Consideration of questions about beam-column joints. ACI Structural Journal, 89(1), 27-36.
Russo, G., Zingone, G., & Romano, F. (1990). Analytical solution for bond-slip of reinforcing bars in RC joints. Journal of Structural Engineering, 116(2), 336-355.
Scott, R. H. (1996). Intrinsic mechanisms in reinforced concrete beam-column connection behavior. Structural Journal, 93(3), 336-346.
Shayanfar, M. A., Barkhordari, M. A., & Ghanooni-Bagha, M. (2015a). Probability calculation of rebars corrosion in reinforced concrete using css algorithms. Journal of Central South University, 22(8), 3141-3150.
Shayanfar, M. A., Barkhordari, M. A., & Ghanooni-Bagha, M. (2015b). Estimation of corrosion occurrence in RC structure using reliability based PSO optimization. Periodica Polytechnica Civil Engineering, 59(4), 531-542.
Shayanfar, M. A., Barkhordari, M. A., & Ghanooni-Bagha, M. (2016). Effect of longitudinal rebar corrosion on the compressive strength reduction of concrete in reinforced concrete structure. Advances in Structural Engineering, 19(6), 897-907.
Soroushian, P., Obaseki, K., Nagi, M., & Rojas, M. C. (1988). Pullout behavior of hooked bars in exterior beam-column connections. Structural Journal, 85(3), 269-276.