Structural Engineering and Mechanics

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Analytical modeling of masonry infills with openings

  • Kakaletsis, D. (Technological Educational Institution of Serres)
  • Received : 2008.03.24
  • Accepted : 2009.01.23
  • Published : 2009.03.10
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Abstract

In order to perform a step-by-step force-displacement response analysis or dynamic time-history analysis of large buildings with masonry infilled R/C frames, a continuous force-deformation model based on an equivalent strut approach is proposed for masonry infill panels containing openings. The model, which is applicable for degrading elements, can be implemented to replicate a wide range of monotonic force-displacement behaviour, resulting from different design and geometry, by varying the control parameters of the model. The control parameters of the proposed continuous model are determined using experimental data. The experimental program includes fifteen 1/3-scale, single-story, single-bay reinforced concrete frame specimens subjected to lateral cyclic loading. The parameters investigated include the shape, the size, the location of the opening and the infill compressive strength. The actual properties of the infill and henceforth the characteristics needed for the diagonal strut model are based on the assessment of its lateral resistance by the subtraction of the response of the bare frame from the response of the infilled frame.

Keywords

References

  1. Abrams, D.P. editor (1994), Proceedings of the NCEER Workshop on Seismic Response of Masonry Infills, National Center for Earthquake Engineering Research, Technical Report NCEER-94-0004
  2. Bertero, V.V. and Brokken, S.T. (1983), "Infills in seismic resistant buildings", Proc. ASCE, 109, ST6 https://doi.org/10.1061/(ASCE)0733-9445(1983)109:6(1337)
  3. Chrysostomou, C.Z. and Gergely, P. (1992), "Non linear seismic response of infilled steel frames", Proc. 10th World Conf. on Earthq. Engng, Madrid, 4435-4437
  4. Combescure, D. and Pegon, P. (2000), "Application of the local-to-global approach to the study of infilled frame structures under seismic loading", Nuclear Eng. Des., 196, 17-40 https://doi.org/10.1016/S0029-5493(99)00228-9
  5. Comite Euro-International du Beton (CEB) (1996), RC Frames under Earthquake Loading – State of the Art Report. Chapter 5: Reinforced Concrete Infilled Frames, Thomas Telford, London, 231-303
  6. Dolsek, M. and Fajfar, P. (2002), "Mathematical modelling of an infilled RC frame structure based on the results of pseudo-dynamic tests", Earthq. Eng. Struct. Dyn., 31, 1215-1230 https://doi.org/10.1002/eqe.154
  7. Dritsos, S.E. (2005), "Seismic retrofit of buildings. A greek perspective", Bulletin of the New Zealand Society for Earthq. Eng., 38(3), 165-181
  8. Ellul, F. and D'Ayala, D. (2004), "On the vulnerability assessment of modern low technology engineered residential construction", 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, Auqust 1-6, Paper No 880
  9. Fardis, M.N. and Panagiotakos, T.B. (1997), "Seismic design and response of bare and masonry-infilled reinforced concrete buildings. Part II: Infilled structures", J. Earthq. Eng., 1(3), 475-503 https://doi.org/10.1080/13632469708962375
  10. FEMA 306 (1999), Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings - Basic Procedures Manual. Chapter 8: Infilled Frames, prepared by ATC, California, 183-213
  11. FEMA 356 (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Chapter 7: Masonry, Washington, DC, 7.23-7.29
  12. Gergely, P., White, R.N. and Mosalam, K.M. (1994), "Evaluation and modeling of infilled frames", Proceedings of the NCEER Workshop on Seismic Response of Masonry Infills, D.P. Abrams editor, National Center for Earthquake Engineering Research, Technical Report NCEER-94-0004, 1-51 to 1-56
  13. Kakaletsis, D.J. and Karayannis, C.G. (2007), "Experimental investigation of infilled R/C frames with eccentric openings", Structu. Eng. Mech., 26(3), 231-250 https://doi.org/10.12989/sem.2007.26.3.231
  14. Kakaletsis, D.J. and Karayannis, C.G. (2008), “Influence of masonry strength and openings on infilled R/C frames under cycling loading”, J. Earthq. Eng., 12(2), 197-221
  15. Karayannis, C.G., Kakaletsis, D.J. and Favvata, M.J. (2005), "Behaviour of bare and masonry infilled R/C frames under cyclic loading. Experiments and analysis", Proceedings of Fifth International Conference on Earthquake Resistant Engineering Structures, (ERES V), Skiathos, 429-438 https://doi.org/10.2495/ERES050411
  16. Karayannis, C.G. and Kakaletsis, D.J. (2006) "An experimental investigation of R/C frames infilled with masonry walls containing concentric openings, under cyclic loading", Proceedings of 15th Hellenic Conference on Concrete Structures, Technical Chamber of Greece, Vol. B, 269-281, Alexandroupoli, (in Greek)
  17. Kariotis, J., Guh, T.J., Hart, G.C., Hill, J.A. and Youssef, N.F. (1994), "Simulation of the recorded response of unreinforced (URM) infill buildings", Proceedings of the NCEER Workshop on Seismic Response of Masonry Infills, D.P. Abrams editor, National Center for Earthquake Engineering Research, Technical Report NCEER-94-0004, 1-57 to 1-62
  18. Mainstone, R.J. (1971), "On the stiffness and strengths of infilled frames", Proceedings of the Institute of Civil Engineers, suppl. (iv), paper 7360S, 57-90
  19. Mander, J.B. and Nair, B. (1994), "Seismic resistance of brick-infilled steel frames with and without retrofit", The Masonry Soc. J., 12(2), 24-37
  20. Moghaddam, H.A. and Dowling, P.J. (1987), "The state of the art in infilled frames", Civil Engineering Department, Imperial College, ESEE Research Report No, 87-2, London, 231-284
  21. Mosalam, K.M., Gergely, P. and White, R. (1994), "Performance and analysis of frames with URM infills", Proceedings of the Eleventh Electronic Computation Conference Held in Conjunction with ASCE Structures Congress '94 and International Symposium '94, Atlanta, Georgia, 57-66
  22. Mosalam, K.M., Ayala, G., White, R.N. and Roth, C. (1997), “Seismic reliability of LRC frames with and without masonry infill walls”, J. Earthq. Eng., 1(4), 693-720 https://doi.org/10.1142/S1363246997000271
  23. Papia, M., Cavaleri, L. and Acardy, M. (2002), "Response of infilled reinforced concrete frames under horizontal loads", 12th European Conference on Earthquake Engineering, London, Paper Reference 607
  24. Prakash, V., Powell, G.H. and Gambell, S. (1993), DRAIN-2DX base Program Description and User’s Guide UCB/SEMM Report No. 17/93, Univ. of California
  25. Reinhorn, A.M., Madan, A., Valles, R.E., Reichmann, Y. and Mander, J.B. (1995), "Modeling of masonry infill panels for structural analysis", National Center for Earthquake Engineering Research, Technical Report NCEER-95-0018
  26. Saneinejat, A. and Hobbs, B. (1995), "Inelastic design of infilled frames", J. Struct. Eng., 121(4), 634-650 https://doi.org/10.1061/(ASCE)0733-9445(1995)121:4(634)
  27. Shing, P.B., Mehrabi, A.B., Shuller, M. and Noland, J. (1994), "Experimental evaluation and finite element analysis of masonry-infilled R/C frames", Proc., Conf. on Anal. and Computation, ASCE, New York, N.Y., 84-93

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