Shear Strength of Exterior Wide Beam-Column Joints with Different Beam Reinforcement Ratios

References

• ACI Committee 374. [2005] Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary, American Concrete Institute., Farmington Hills, Mich.
   Google Scholar
• ACI-ASCE Committee 352. [2002] Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures, American Concrete Institute., Farmington Hills, MI.
   Google Scholar
• Alsayed, S. H., Al-Salloum, Y. A., Almusallam, T. H. and Siddiqui, N. A. [2010] “Seismic response of FRP-upgraded exterior RC beam-column joints,” Journal of Composites for Construction 14(2), 195–208. doi:10.1061/(ASCE)CC.1943-5614.0000067.
   Web of Science ®Google Scholar
• ACI Committee 318. [2014] Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14), American Concrete Institute, Farmington Hills, MI.
   Google Scholar
• Behnam, H. and Kuang, J. S. [2018] “Exterior RC wide beam-column connections: effect of spandrel beam on seismic behavior,” Journal of Structural Engineering ASCE 144(4), 04018013. doi:10.1061/(ASCE)ST.1943-541X.0001995.
   Web of Science ®Google Scholar
• Behnam, H., Kuang, J. S. and Huang, R. Y. C. [2017a] “Exterior RC wide beam-column connections : effect of beam width ratio on seismic behaviour,” Engineering Structures 147, 27–44. doi:10.1016/j.engstruct.2017.05.044.
   Web of Science ®Google Scholar
• Behnam, H., Kuang, J. S., Wong, H. F., Huang, Q. and Al-Mahaidi, R. [2017b] “Analysis of laterally loaded exterior wide beam–column connections,” Magazine of Concrete Research 70(10), 500–511. doi:10.1680/jmacr.17.00255.
   Web of Science ®Google Scholar
• Benavent-Climent, A. [2007] “Seismic behavior of RC wide beam-column connections under dynamic loading,” Journal of Earthquake Engineering 11, 493–511. doi:10.1080/13632460601064814.
   Web of Science ®Google Scholar
• Benavent-Climent, A., Cahís, X. and Zahran, R. [2009] “Exterior wide beam–column connections in existing RC frames subjected to lateral earthquake loads,” Engineering Structures 31(7), 1414–1424. doi:10.1016/j.engstruct.2009.02.008.
   Web of Science ®Google Scholar
• BSI. [2004] Eurocode 8: Design of Structures for Earthquake Resistance, Part 1: General Rules, Seismic Actions and Rules for Buildings, British Standards Institution., London.
   Google Scholar
• Chinese Standard. [2010] Code for Design of Buildings (GB 50010-2010), China Architecture & Building Press., Beijing.
   Google Scholar
• Elsouri, A. M. and Harajli, M. H. [2013] “Seismic response of exterior RC wide beam–narrow column joints: earthquake-resistant versus as-built joints,” Engineering Structures 57, 394–405. doi:10.1016/j.engstruct.2013.09.032.
   Web of Science ®Google Scholar
• Fadwa, I., Ali, T. A., Nazih, E. and Sara, M. [2014] “Reinforced concrete wide and conventional beam-column connections subjected to lateral load,” Engineering Structures 76, 34–48. doi:10.1016/j.engstruct.2014.06.029.
   Web of Science ®Google Scholar
• FEMA 237. [1997] NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, DC.
   Google Scholar
• Gentry, T. R. and Wight, J. K. [1994] “Wide beam-column connections under earthquake-type loading,” Earthquake Spectra 10(4), 675–703. doi:10.1193/1.1585793.
   Google Scholar
• Hakuto, S., Park, R. and Tanaka, H. [2000] “Seismic load tests on interior and exterior beam-column joints with substandard reinforcing details,” Structural Journal 97(1), 11–25.
   Google Scholar
• Hanson, N. W. and Conner, H. W. [1967] “Seismic resistance of reinforced concrete beam-column joints,” Journal of the Structural Division ASCE 93(5), 533–560.
   Google Scholar
• Hatamoto, H., Bessho, S. and Matsuzaki, Y. [1991] “Reinforced concrete wide-beam-to-column subassemblages subjected to lateral load,” ACI Special Publication 123, 291–316.
   Google Scholar
• Kim, J. and LaFave, J. M. [2007] “Key influence parameters for the joint shear behaviour of reinforced concrete (RC) beam-column connections,” Engineering Structures 29, 2523–2539. doi:10.1016/j.engstruct.2006.12.012.
   Web of Science ®Google Scholar
• Kuang, J. S., Behnam, H. and Huang, Q. [2017] “Effective beam width of reinforced-concrete wide beam–column connections,” Proceedings of the Institution of Civil Engineers - Structures and Buildings 170(5), 336–353. doi:10.1680/jstbu.15.00124.
   Web of Science ®Google Scholar
• Kuang, J. S. and Wong, H. F. [2006] “Effects of beam bar anchorage on beam–column joint behaviour,” Proceedings of the Institution of Civil Engineers - Structures and Buildings 159(2), 115–124. doi:10.1680/stbu.2006.159.2.115.
   Web of Science ®Google Scholar
• LaFave, J. and Wight, J. [1999] “Reinforced concrete exterior wide beam-column-slab connections subjected to lateral earthquake loading,” Structural Journal 96(4), 577–585.
   Google Scholar
• LaFave, J. M. and Wight, J. K. [2001] “Reinforced concrete wide beam construction vs conventional construction: resistance to lateral earthquake loads,” Earthquake Spectra 17(3), 479–505. doi:10.1193/1.1586185.
   Google Scholar
• Li, B. and Kulkarni, S. A. [2010] “Seismic behavior of reinforced concrete exterior wide beam-column joints,” Journal of Structural Engineering 136(1), 26–36. doi:10.1061/(ASCE)0733-9445(2010)136:1(26).
   Web of Science ®Google Scholar
• Luk, S. H. and Kuang, J. S. [2017] “Seismic performance and force transfer of wide beam-column joints in concrete buildings,” Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics 170(2), 71–88. doi:10.1680/jencm.15.00024.
   Web of Science ®Google Scholar
• Pantazopoulou, S. J. and Bonacci, J. F. [1994] “On earthquake-resistant reinforced concrete frame connections,” Canadian Journal of Civil Engineering 21(2), 307–328. doi:10.1139/l94-032.
   Web of Science ®Google Scholar
• Park, R. [1989] “Evaluation of ductility of structures and structural assemblages from laboratory testing,” Bulletin of the New Zealand National Society for Earthquake Engineering 22(3), 155–166.
   Google Scholar
• Paulay, T. [1989] “Equilibrium criteria for reinforced concrete beam-column joints,” Structural Journal 86(6), 635–643.
   Google Scholar
• Sasmal, S., Ramanjaneyulu, K., Novák, B. and Lakshmanan, N. [2013] “Analytical and experimental investigations on seismic performance of exterior beam–column subassemblages of existing RC framed building,” Earthquake Engineering and Structural Dynamics 42(12), 1785–1805. doi:10.1002/eqe.2298.
   Web of Science ®Google Scholar
• Standards New Zealand. [2006] NZS3101: The Design of Concrete Structures, Standards New Zealand, Wellington, New Zealand.
   Google Scholar
• Wong, H. F. and Kuang, J. S. [2008] “Effects of beam-column depth ratio on joint seismic behaviour,” Proceedings of the Institutipn of Civil Engineers - Structures and Buildings 161(2), 91–101. doi:10.1680/stbu.2008.161.2.91.
   Web of Science ®Google Scholar