Structural Engineering and Mechanics

  • 제35권1호
  • /
  • Pages.99-117
  • /
  • 2010
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experiments on reinforced concrete beam-column joints under cyclic loads and evaluating their response by nonlinear static pushover analysis

  • Sharma, Akanshu (Reactor Safety Division, Bhabha Atomic Research Centre) ;
  • Reddy, G.R. (Reactor Safety Division, Bhabha Atomic Research Centre) ;
  • Eligehausen, Rolf (Institut fur Werkstoffe im Bauwesen, Universitat Stuttgart) ;
  • Vaze, K.K. (Reactor Safety Division, Bhabha Atomic Research Centre) ;
  • Ghosh, A.K. (Reactor Safety Division, Bhabha Atomic Research Centre) ;
  • Kushwaha, H.S. (Health Safety & Environment Group, Bhabha Atomic Research Centre)
  • 투고 : 2008.05.23
  • 심사 : 2010.01.22
  • 발행 : 2010.05.10
⟨ 이전 논문 다음 논문 ⟩

초록

Beam-column joints are the key structural elements, which dictate the behavior of structures subjected to earthquake loading. Though large experimental work has been conducted in the past, still various issues regarding the post-yield behavior, ductility and failure modes of the joints make it a highly important research topic. This paper presents experimental results obtained for eight beam-column joints of different sizes and configuration under cyclic loads along with the analytical evaluation of their response using a simple and effective analytical procedure based on nonlinear static pushover analysis. It is shown that even the simplified analysis can predict, to a good extent, the behavior of the joints by giving the important information on both strength and ductility of the joints and can even be used for prediction of failure modes. The results for four interior and four exterior joints are presented. One confined and one unconfined joint for each configuration were tested and analyzed. The experimental and analytical results are presented in the form of load-deflection. Analytical plots are compared with envelope of experimentally obtained hysteretic loops for the joints. The behavior of various joints under cyclic loads is carefully examined and presented. It is also shown that the procedure described can be effectively utilized to analytically gather the information on behavior of joints.

키워드

참고문헌

  1. Pauley, T. and Priestley, M.J.N. (1992), Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley and Sons, New York.
  2. ACI 318M-08 (2008), "Building code requirements for reinforced concrete", American Concrete Institute, Detroit, Michigan.
  3. FEMA 356 (2000), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington DC.
  4. Eurocode 8 (2003), Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings, European Standard Final Draft PrEN 1998-1.
  5. NZS 3101:1995 (1995), New Zealand Standard Concrete Structures Standard part 1-The Design of Concrete Structures, Standards Association of New Zealand.
  6. IS 13920:1993 (2002), "Indian Standard Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces - Code of Practice", Edition 1.2, Bureau of Indian Standards.
  7. IS 456:2000 (2000), "Indian Standard Plain and Reinforced Concrete - Code of Practice (Fourth Revision)", Bureau of Indian Standards.
  8. Hanson, N.W. and Connor, H.W. (1967), "Seismic resistance of reinforced concrete beam-column joints", J. Struct. Div-ASCE, 93(5), 533-560.
  9. Renton, G.W. (1972), The behavior of Reinforced Concrete Beam-column Joints under Cyclic Loading, Master of Engineering Thesis, University of Canterbury, Christchurch, New Zealand.
  10. Park, R. and Pauley, T. (1975), Reinforced Concrete Structures, John Wiley and Sons.
  11. Park, R. and Thompson, K.J. (1974), Behavior of Prestressed, Partially Prestressed and Reinforced Concrete Interior Beam-column Assemblies under Cyclic Loading: Test Results of Units 1 to 7, Research Report 74-9, Department of civil Engineering, University of Canterbury.
  12. Lee, D.L.N., Wight, J.K. and Hanson, R.D. (1977), "RC beam-column joints under large load reversals", J. Struct. Div-ASCE, 103(12), 2337-2350.
  13. Leon, R.T. (1990), "Shear strength and hysteretic behavior of interior beam-column joints", ACI Struct. J., 87(1), 3-11.
  14. Raffaelle, G.S. and Wight, J.K. (1995), "Reinforced concrete eccentric beam-column connections subjected to earthquake type loading", ACI Struct. J., 92(1), 45-55.
  15. Satish Kumar, S.R. and Vijaya Raju, B. (2002), "Hysteretic behavior of lightly reinforced concrete exterior beam-to-column joint sub-assemblages", J. Struct. Eng., Struct. Eng. Res. Centre, 29(1), 31-37.
  16. Megget, L.M. (2003), "The seismic design and performance of reinforced concrete beam-column knee joints in buildings", Earthq. Spectra, 19(4), 863-895. https://doi.org/10.1193/1.1623782
  17. Mukherjee, A. (2006), Upgradation of Concrete Structures with Fiber Reinforced Composites, Report for Project No. 05, Board of Research in Nuclear Sciences, Indian Institute of Technology Bombay.
  18. Jain, S.K. and Murty, C.V.R. (1999), Experimental Investigation of Cyclic Behavior of RC Flexural Members, Consolidated Technical Report for Atomic Energy Regulatory Board, Indian Institute of Technology Kanpur.
  19. Thandavamoorthy et al. (2006), Investigations on the Inelastic Behavior of RC Beam-Column Joint under Cyclic Reversals, Completion Report for Board of Research in Nuclear Sciences, Project No. GAP 01141, Structural Engineering Research Centre, Chennai.
  20. Kent, D.C. and Park, R. (1971), "Flexural members with confined concrete", J. Struct. Div-ASCE, 97(7), 1969-1990.
  21. Park, R., Priestley, M.J.N. and Gill, W.D. (1982), "Ductility of square-confined concrete columns", J. Struct. Eng-ASCE, 108(4), 929-950.
  22. Chan W.L. (1955), "The ultimate strength and deformation of plastic hinges in reinforced concrete frameworks", Mag. Concrete Res., 7(21), 121-132. https://doi.org/10.1680/macr.1955.7.21.121
  23. Baker, A.L.L. and Amarakone, A.M.N. (1964), "Inelastic Hyperstatic Frames Analysis", Proceedings of the International Symposium on the Flexural Mechanics of Reinforced Concrete, Miami, November.
  24. Sargin, M., Ghosh, S.K. and Handa, V.K. (1971), "Effects of lateral reinforcement upon the strength and deformation properties of concrete", Mag. Concrete Res., 23(75-76), 99-110. https://doi.org/10.1680/macr.1971.23.76.99
  25. Sheikh, S.A. and Uzumeri, S.M. (1982), "Analytical model for concrete confinement in tied columns", J. Struct. Div-ASCE, 108(12), 2703-2722.
  26. Mander, J.B., Priestley, M.J.N. and Park, R. (1988), "Theoretical stress-strain behavior of confined concrete", J. Struct. Eng-ASCE, 114(8), 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)
  27. Rueda, J.E.M. and Elnashai, A.S. (1997), "Confined concrete model under cyclic load", Mater. Struct., 30(3), 139-147. https://doi.org/10.1007/BF02486385
  28. Li, Y.F., Chen, S.H., Chang, K.C. and Liu, K.Y. (2005), "A constitutive model of concrete confined by steel reinforcements and steel jackets", Can. J. Civil Eng., 32, 279-288. https://doi.org/10.1139/l04-093
  29. Watanabe, F. and Lee, J.Y. (1998), "Theoretical prediction of shear strength and failure mode of reinforced concrete beams", ACI Struct. J., 95(6), 749-757.
  30. Kupfer, H. and Bulicek, H. (1992), "A consistent model for the design of shear reinforcement in slender beams with I- or Box-shaped cross section", Proceedings of the International Workshop on Concrete Shear in Earthquake, Houston.
  31. Priestley, M.J.N. and Park, R. (1987), "Strength and ductility of concrete bridge columns under seismic loading", ACI Struct. J., 84(1), 61-76.
  32. Priestley, M.J.N. (1997), "Displacement based seismic assessment of reinforced concrete buildings", J. Earthq. Eng., 1(1), 157-192.

피인용 문헌

  1. A case study of damage detection in four-bays steel structures using the HHT approach vol.14, pp.4, 2014, https://doi.org/10.12989/sss.2014.14.4.595
  2. An efficient numerical simulation of the cyclic loading experiments on RC structures vol.13, pp.3, 2014, https://doi.org/10.12989/cac.2014.13.3.343
  3. RETRACTED: Sensitivity of initial damage detection for steel structures using the Hilbert-Huang transform method vol.19, pp.6, 2013, https://doi.org/10.1177/1077546311434794
  4. Design for moment redistribution in FRP plated RC beams vol.38, pp.6, 2010, https://doi.org/10.12989/sem.2011.38.6.697
  5. Applications of Hilbert-Huang transform to structural damage detection vol.39, pp.1, 2010, https://doi.org/10.12989/sem.2011.39.1.001
  6. Nonlinear modeling of a RC beam-column connection subjected to cyclic loading vol.21, pp.3, 2010, https://doi.org/10.12989/cac.2018.21.3.299