Shear Capacity N-M Interaction Envelope for RC Beam-Column Joints with Transverse Reinforcement: A Concept Derived from Strength Hierarchy

References

• Akguzel, U. 2011. Seismic performance of FRP retrofitted exterior RC beam-column joints under varying axial load and bidirectional loading. 394. Christchurch, New Zealand: Civil and Natural Resources Engineering Department, University of Canterbury.
   Google Scholar
• Akguzel, U., and S. Pampanin. 2011. Assessment and design procedure for the seismic retrofit of reinforced concrete beam-column joints using FRP composite materials. ASCE Journal of Composites for Construction 16 (1): 21–34. doi: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000242.
   Web of Science ®Google Scholar
• Alaee, P., and B. Li. 2015. Seismic behaviour of HSC beam-column joints with high-yield strength steel reinforcement. 10th Pacific Conference on Earthquake Engineering, Sydney, Australia.
   Google Scholar
• Alaee, P., and B. Li. 2018. Analytical investigations of reinforced concrete beam-column joints constructed using high-strength materials. Journal of Earthquake Engineering. doi: https://doi.org/10.1080/13632469.2018.1453403.
   Web of Science ®Google Scholar
• Alameddine, F., and M. R. Ehsani. 1991. High-strength rc connections subjected to inelastic cyclic loading. ASCE Journal of Structural Engineering 117 (3): 829–50. doi: https://doi.org/10.1061/(ASCE)0733-9445(1991)117:3(829).
   Web of Science ®Google Scholar
• Ashtiani, M. S., R. P. Dhakal, and A. N. Scott. 2014. Seismic performance of high-strength self-compacting concrete in reinforced concrete beam-column joints. Journal of Structural Engineering 140: 5. doi: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000973.
   Web of Science ®Google Scholar
• Beckingsale, C. W. 1980. Post-elastic behaviour of reinforced concrete beam-column joints.  Christchurch, New Zealand: Department of Civil Engineering, University of Canterbury.
   Google Scholar
• Beres, A., R. N. White, and P. Gergely. 1992. Seismic performance of interior and exterior beam-to-column joints related to lightly RC frame buildings: Detailed experimental results. Ithaca, New York: School of Civil and Environmental Engineering, Cornell University.
   Google Scholar
• Birss, G. R. 1978. The elastic behaviour of earthquake resistant reinforced concrete interior beam-column joints. Research report 78-13. Christchurch, New Zealand: Department of Civil Engineering, University of Canterbury.
   Google Scholar
• Chen, C. C., and G. K. Chen. 1999. Cyclic behavior of reinforced concrete eccentric beam-column corner joints connecting spread-ended beams. ACI Structural Journal 96 (3): 443–49.
   Web of Science ®Google Scholar
• Chen, T.-H. 2006. Retrofit strategy of non-seismically designed frame systems based on a metallic haunch system, 216. Christchurch, New Zealand: Civil and Natural Resources Engineering Department. University of Canterbury.
   Google Scholar
• Clyde, C., C. P. Pantelides, and L. D. Reaveley. 2000. Performance-based evaluation of exterior RC building joints for seismic excitation.
   Google Scholar
• Di Sarno, L., A. S. Elnashai, and G. Manfredi. 2011. Assessment of RC columns subjected to horizontal and vertical ground motions recorded during the 2009 l’aquila (italy) earthquake. Engineering Structures 33 (5): 1514–35. doi: https://doi.org/10.1016/j.engstruct.2011.01.023.
   Web of Science ®Google Scholar
• Durrani, A. J., and J. K. Wight. 1982. Experimental and analytical study of internal beam to column connections subjected to reversed cyclic loading, 275. Ann Arbor: Department of Civil Engineering, University of Michigan.
   Google Scholar
• Ehsani, M. R., and J. K. Wight. 1982. Behavior of external reinforced concrete beam to column connections subjected to earthquake type loading. Ann Arbor, MI: The University of Michigan Department of Civil Engineering.
   Google Scholar
• FU, J., T. Chen, Z. Wang, and S. Bai. 2000. Effect of axial load ratio on seismic behaviour of interior beam-column joints, 12th World Conference on Earthquake Engineering, Auckland, New Zealand.
   Google Scholar
• Genesio, G. 2012. Seismic assessment of RC exterior beam-column joints and retrofit with haunches using post-installed anchors (PhD thesis).  Stuttgart, Germany: University of Stuttgart.
   Google Scholar
• Goto, J. O., and T. Shibata. 1991a. Behaviour of reinforced concrete beam-column joints with eccentricity. ACI Special Publication 123 (12): 317–57.
   Google Scholar
• Goto, J. O., and T. Shibata. 1991b. Influence of transverse joint and beam reinforcement and relocation of plastic hinge region on beam-column joint stiffness determination. ACI Special Publication 123 (12): 187–223.
   Google Scholar
• Hakuto, S., R. Park, and H. Tanaka. 1995. Retrofitting of reinforced concrete moment resisting frames. Christchurch, New Zealand: Department of Civil Engineering, University of Canterbury.
   Google Scholar
• Hertanto, E. 2005. Seismic assessment of pre-1970s reinforced concrete structure, Civil and Natural Resources Engineering Department. 228. Christchurch, New Zealand: University of Canterbury.
   Google Scholar
• Hong, S. G., S. G. Lee, and T. H.-K. Kang. 2011. Deformation-based strut-and-tie model for interior joints of frames subject to load reversals. ACI Structural Journal 108 (4): 423–33.
   Web of Science ®Google Scholar
• Kaku, T., and H. Asakusa. 1991. Ductility estimation of exterior beam column sub-assemblages in reinforced concrete frames. In Design of beam-column joints for seismic resistance, ed. J. Jirsa, 167–85. Farmington Hills, MI: American Concrete Institute.
   Google Scholar
• Kam, W. Y. 2010. Selective weakening and post-tensioning for the seismic retrofit of non-ductile RC frames, Department of Civil and Natural Resources Engineering. 700. Christchurch: University of Canterbury.
   Google Scholar
• Karayannis, C. G., C. E. Chalioris, and K. K. Sideris. 1998. Effectiveness of RC beam-column connection repair using epoxy resin injections. Journal of Earthquake Engineering 2 (2): 217–40. doi: https://doi.org/10.1080/13632469809350320.
   Google Scholar
• Kim, C. G., H. G. Park, T. S. Eom, and T. W. Kim. 2015. Effect of shear reinforcement on seismic performance of RC beam-column joints, 10th Pacific Conference on Earthquake Engineering, Sydney, Australia.
   Google Scholar
• Kotsovou, G. M., D. M. Cotsovos, and N. D. Lagaros. 2017. Assessment of RC exterior beam-column joints based on artificial neural networks and other methods. Engineering Structures 144: 1–18. doi: https://doi.org/10.1016/j.engstruct.2017.04.048.
   Web of Science ®Google Scholar
• Kurose, Y., G. Guimaraes, Z. Liu, M. Kreger, and J. O. Jirsa. 1988. Study of reinforced concrete beam-column joints under uniaxial and biaxial loading. Austin: University of Texas.
   Google Scholar
• Lin, C. M. 1999. Seismic behaviour and design of reinforced concrete interior beam column joints. Christchurch, New Zealand: Civil Engineering Department. University of Canterbury.
   Google Scholar
• Megget, L. M. 1974. Cyclic behaviour of exterior reinforced concrete beam-column joints. Bulletin of the New Zealand Society for Earthquake Engineering 7 (1): 27–47.
   Google Scholar
• Meinheit, D. F., and J. O. Jirsa. 1977. The shear strength of reinforced concrete beam-column joints. Austin: University of Texas.
   Google Scholar
• Meinheit, D. F., and J. O. Jirsa. 1997. The shear strength of r.c. Beam column joints. Austin: Department of Civil Engineering, University of Texas.
   Google Scholar
• Milburn, J. R., and R. Park. 1982. Behaviour of r.C. Beam column joints designed to nzs 3101, 107. Christchurch, New Zealand: Department of Civil Engineering, University of Canterbury.
   Google Scholar
• NZS3101. 2006. The design of concrete structures, Concrete Structures Standard. Wellington, New Zealand: New Zealand Standard.
   Google Scholar
• Otani, S., K. Kitayama, and H. Aoyama. 1985. Beam bar bond stress and behaviour of reinforced concrete interior beam-column connections, 2nd US-NZ-Japan Seminar on Design of R.C. Beam-Column Joints, Tokyo, Japan.
   Google Scholar
• Otani, S., Y. Kobayashi, and H. Aoyama. 1984. Reinforced concrete interior beam-column joints under simulated earthquake loading, 1st US-NZ-Japan Seminar on Design of R.C. Beam-Column Joints, Monterey, California.
   Google Scholar
• Pantazopoulou, S., and J. Bonacci. 1992. Consideration of questions about beam-column joints. ACI Structural Journal 89 (1): 27–36.
   Web of Science ®Google Scholar
• Pantelides, C. P., J. Hansen, J. Nadauld, and L. D. Reaveley. 2002. Assessment of RC building exterior joints with substandard details.
   Google Scholar
• Park, R., and J. R. Milburn. 1983. Comparison of recent new zealand and united states seismic design provisions for reinforced concrete beam-column joints and test results from four units designed according to the new zealand code. Bulletin of the New Zealand Society for Earthquake Engineering 16 (1): 3–24.
   Google Scholar
• Park, R., and T. Paulay. 1974. Behaviour of reinforced concrete external beam-column joints under cyclic loading. 5th World Conference on Earthquake Engineering, Rome, Italy.
   Google Scholar
• Park, R., and D. Ruitong. 1988. A comparison of the behaviour of reinforced concrete beam-column joints designed for ductility and limited ductility. Bulletin of the New Zealand Society for Earthquake Engineering 21 (4): 255–78. doi: https://doi.org/10.5459/bnzsee.21.4.255-278.
   Google Scholar
• Park, S., and K. M. Mosalam. 2009. Shear strength models of exterior beam-column joints without transverse reinforcement. Berkeley: Pacific Earthquake Engineering Research Center, University of California.
   Google Scholar
• Paulay, T., and M. J. N. Priestley. 1992. Seismic design of reinforced concrete and masonry buildings, New York, US: John Wiley and Sons, Inc.
   Google Scholar
• Paulay, T., and A. Scarpas. 1981. The behaviour of exterior beam-column joints. Bulletin of the New Zealand Society for Earthquake Engineering 14 (3): 131–44.
   Google Scholar
• Pessiki, S. P., C. H. Conley, P. Gergely, and R. N. White. 1990. Seismic behavior of lightly reinforced concrete column and beam-column joint details. Buffalo: State University of New York.
   Google Scholar
• Priestley, M. J. N. 1997. Displacement-based seismic assessment of reinforced concrete buildings. Journal of Earthquake Engineering 1 (1): 157–92. doi: https://doi.org/10.1080/13632469708962365.
   Web of Science ®Google Scholar
• Ruitong, D., and R. Park. 1987. A comparison of the behaviour of reinforced concrete beam-column joints designed for ductility and limited ductility. 65. Christchurch, New Zealand: University of Canterbury Department of Civil Engineering.
   Google Scholar
• Smith, A., and W. M. Wilson. 1915. Wind stresses in frames of office buildings. Journal of Western Society of Engineers XX (4): 341–65.
   Google Scholar
• TS-500. 2003. Requirements for design and construction of reinforced concrete structures. Ankara, Turkey: Turkish Standard.
   Google Scholar
• Stevenson, E. C. 1980. Fibre reinforced concrete in seismic design. Christchurch, New Zealand: Department of Civil Engineering, University of Canterbury.
   Google Scholar
• Tasligedik, A. S. 2018. Capacity estimation of FRP strengthened RC beam-column joints using hierarchy of strength assessment. Bulletin of Earthquake Engineering 16 (3): 1323–40. doi: https://doi.org/10.1007/s10518-017-0251-2.
   Web of Science ®Google Scholar
• Tasligedik, A. S., U. Akguzel, W. Y. Kam, and S. Pampanin. 2018. Strength hierarchy at reinforced concrete beam-column joints and global capacity. Journal of Earthquake Engineering 22 (3): 454–87. doi: https://doi.org/10.1080/13632469.2016.1233916.
   Web of Science ®Google Scholar
• Teraoka, M., Y. Kanoh, K. Taraka, and K. Hayoshi. 1994. Shear strength and deformation behaviour of r.C. Interior beam-column joint using high strength concrete, 2nd US-NZ-Japan-China Multilateral Meeting on Structural Performance of High Strength Concrete in Seismic Regions, Honolulu, Hawaii.
   Google Scholar
• Vecchio, F. J., and M. P. Collins. 1986. The modified compression-field theory of reinforced concrete elements subjected to shear. ACI Structural Journal 83 (2): 219–31.
   Google Scholar
• Vollum, R. L. 1998. Design and analysis of exterior beam column connections. London: Imperial College of Science Technology and Medicine University.
   Google Scholar
• Wong, P. K. C. 1985. Seismic behaviour of reinforced concrete frames incorporating beams with distributed reinforcement. Christchurch, New Zealand: Department of Civil Engineering. Universit of Canterbury.
   Google Scholar
• Xian, Z. X., R. Park, and H. Tanaka. 1992. Behaviour of reinforced concrete interior beam-column joints designed using high strength concrete and steel, 121. Christchurch, New Zealand: Department of Civil Engineering, University of Canterbury.
   Google Scholar
• Yang, 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. doi: https://doi.org/10.1016/j.engstruct.2018.03.022.
   Web of Science ®Google Scholar