Computers and Concrete

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Seismic behavior and failure modes of non-ductile three-story reinforced concrete structure: A numerical investigation

  • Hidayat, Banu A. (Department of Civil Engineering, College of Engineering, National Cheng Kung University) ;
  • Hu, Hsuan-Teh (Department of Civil Engineering, College of Engineering, National Cheng Kung University) ;
  • Hsiao, Fu-Pei (Department of Civil Engineering, College of Engineering, National Cheng Kung University) ;
  • Han, Ay Lie (Department of Civil Engineering, Faculty of Engineering, Universitas Diponegoro) ;
  • Sosa, Lisha (Department of Civil Engineering, College of Engineering, National Cheng Kung University) ;
  • Chan, Li-Yin (Department of Civil Engineering, College of Engineering, National Cheng Kung University) ;
  • Haryanto, Yanuar (Department of Civil Engineering, College of Engineering, National Cheng Kung University)
  • Received : 2021.01.21
  • Accepted : 2021.04.09
  • Published : 2021.05.25
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Abstract

Reinforced concrete (RC) buildings in Taiwan have suffered failure from strong earthquakes, which was magnified by the non-ductile detailing frames. Inadequate reinforcement as a consequence of the design philosophy prior to the introduction of current standards resulted in severe damage in the column and beam-column joint (BCJ). This study establishes a finite element analysis (FEA) of the non-ductile detailing RC column, BCJ, and three-story building that was previously tested through a tri-axial shaking table test. The results were then validated to laboratory specimens having the exact same dimensions and properties. FEA simulation integrates the concrete damage plasticity model and the elastic-perfectly plastic model for steel. The load-displacement responses of the column and BCJ specimens obtained from FEA were in a reasonable agreement with the experimental curves. The resulting initial stiffness and maximum base shear were found to be a close approximation to the experimental results. Also, the findings of a dynamic analysis of the three-story building showed that the time-history data of acceleration and displacement correlated well with the shaking table test results. This indicates the FEA implementation can be effectively used to predict the RC frame performance and failure mode under seismic loads.

Keywords

Acknowledgement

The study in this manuscript was fully supported by National Center for Research on Earthquake Engineering, Taiwan.

References

  1. ACI 318 (2019), Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute; Farmington Hills, MI, USA.
  2. Castaldo, P., Gino, D. and Mancini, G. (2019), "Safety formats for non-linear finite element analysis of reinforced concrete structures: discussion, comparison and proposals", Eng. Struct., 193, 136-153. https://doi.org/10.1016/j.engstruct.2019.05.029.
  3. Castaldo, P., Gino, D., Bertagnoli, G. and Mancini, G. (2020), "Resistance model uncertainty in non-linear finite element analyses of cyclically loaded reinforced concrete systems", Eng. Struct., 211, 110496. https://doi.org/10.1016/j.engstruct.2020.110496.
  4. Celarec, D. and Dolsek, M. (2013), "The impact of modelling uncertainties on the seismic performance assessment of reinforced concrete frame buildings", Eng. Struct., 52, 340-354. https://doi.org/10.1016/j.engstruct.2013.02.036.
  5. Cicekli, U., Voyiadjis, G.Z. and Abu Al-Rub, R.K. (2007), "A plasticity and anisotropic damage model for plain concrete", Int. J. Plast., 23(10-11), 1874-1900. https://doi.org/10.1016/j.ijplas.2007.03.006.
  6. Dassault Systemes (2011), ABAQUS: Theory Manual, Dassault Systemes, Rhode Island, USA.
  7. Design Specifications for Concrete Structures (2019), Ministry of the Interior, Taipei, Taiwan. (in Chinese)
  8. Ghasemitabar, A., Rahmdel, J.M. and Shafei E. (2020), "Cyclic performance of RC beam-column joints enhanced with superelastic SMA rebars", Comput. Concrete, 25(4), 293-302. http://doi.org/10.12989/cac.2020.25.4.293.
  9. Hany, N.F., Hantouche, E.G. and Harajli, M.H. (2016), "Finite element modeling of FRP-confined concrete using modified concrete damaged plasticity", Eng. Struct., 125, 1-14. http://dx.doi.org/10.1016/j.engstruct.2016.06.047.
  10. Haryanto, Y., Hu, H.T., Lie, H.A., Atmajayanti, A.T., Galuh, D.L.C. and Hidayat, B.A. (2019), "Finite element analysis of T-section RC beams strengthened by wire rope in the negative moment region with an addition of steel rebar at the compression block", J. Teknol., 81(4), 143-154. https://doi.org/10.11113/jt.v81.12974.
  11. Hidayat, B.A., Hsiao, F.P., Hu, H.T., Lie, H.A., Pita, P. and Haryanto, Y. (2020), "Seismic performance of non-ductile detailing RC frames: an experimental investigation", Earthq. Struct., 19(6), 485-498. https://doi.org/10.12989/eas.2020.19.6.485.
  12. Hidayat, B.A., Hu, H.T., Lie, H.A., Haryanto, Y., Widyaningrum, A. and Pramudji, G. (2019), "Nonlinear finite element analysis of traditional flexural strengthening using betung bamboo (Dendrocalamus asper) on concrete beams", IOP Conf. Ser. Mater. Sci. Eng., 615. https://doi.org/10.1088/1757-899X/615/1/012073.
  13. Holicky, M., Retief, J.V. and Sikora, M. (2016), "Assessment of model uncertainties for structural resistance", Prob. Eng. Mech., 45, 188-197. https://doi.org/10.1016/j.probengmech.2015.09.008.
  14. Hu, H.T. and Schnobrich, W.C. (1990), "Nonlinear analysis of cracked reinforced concrete", ACI Struct. J., 87(2), 199-207.
  15. Islam, A.B.M.S. (2020), "Computer aided failure prediction of reinforced concrete beam", Comput. Concrete, 25(1), 67-73. https://doi.org/10.12989/cac.2020.25.1.067.
  16. Jankowiak, T. and Lodygowski, T. (2005), "Identification of parameters of concrete damage plasticity constitutive model", Found. Civ. Environ. Eng., 6, 53-69.
  17. Kataoka, M.N., El Debs, A.L.H.C., Araujo, D.L. and Martins, B.G. (2020), "Computer modeling and analytical prediction of shear transfer in reinforced concrete structures", Comput. Concrete, 26(2), 151-159. https://doi.org/10.12989/cac.2020.26.2.151.
  18. Kepenek, E., Korkmaz, K.A. and Gencel Z. (2020) "Seismic risk investigation for reinforced concrete buildings in Antalya, Turkey", Comput. Concrete, 26(3), 203-211. http://doi.org/10.12989/cac.2020.26.3.203.
  19. Lin, J.L., Chen, W.H., Hsiao, F.P., Weng, Y.T., Shen, W.C., Weng, P.W., Li, Y.A. and Chao, S.-H. (2020), "Simulation and analysis of a vertically irregular building subjected to near-fault ground motions", Earthq. Spectra, 36(3), 1485-1516. https://doi.org/10.1177/8755293020911134.
  20. Ma, X., Ma, J. and Yue, Y. (2018), "Experimental and numerical investigation on seismic performance of a hybrid RC frame system with stiffened masonry wall", J. Adv. Concrete Technol., 16(12), 600-614. https://doi.org/10.3151/jact.16.600.
  21. Mindess, S., Young, J.F. and Darwin, D. (2003), Concrete, 2nd Edition, Prentice-Hall, New Jersey, USA.
  22. Otani, S. (2004), "Earthquake resistant design of reinforced concrete buildings: Past and future", J. Adv. Concrete Technol., 2(1), 3-24. https://doi.org/10.3151/jact.2.3.
  23. Saenz, L.P. (1964), "Discussion of 'equation for the stress-strain curve of concrete' by Desayi and Krishnan", J. ACI, 61, 1229-1235.
  24. Shen, W.C., Hsiao, F.P., Tsai, R.J., Weng, P.W., Li, Y.A. and Hwang, S.J. (2019), "Shaking table test of a reduced scale reinforced concrete structure subjected to near-fault ground motion", Proceedings of Pacific Conference on Earthquake Engineering, Auckland, New Zealand, April.
  25. Shen, W.C., Hsiao, F.-P., Weng, P.W., Li, Y.A., Chou, C.C. and Chung, L.L. (2018), "Seismic tests of a mixed-use residential and commercial building using a novel shaking table", Proceedings of 11th US National Conference on Earthquake Engineering, Los Angelos, USA, June.
  26. Suwada, H. and Fukuyama, H. (2006), "Nonlinear finite element analysis on shear failure of structural elements using high performance fiber reinforced cement composite", J. Adv. Concrete Technol., 4(1), 45-57. https://doi.org/10.3151/jact.4.45.
  27. Tien, Y.M., Juang, D.S., Pai, C.H., Hisao, C.P. and Chen, C.J. (2002), "Statistical analyses of relation between mortality and building type in the 1999 Chi-Chi earthquake", J. Chin. Inst. Eng., 25(5), 577-590. https://doi.org/10.1080/02533839.2002.9670732.
  28. Tsai, K.C., Hsiao, C.P. and Bruneau, M. (2000), "Overview of building damages in 921 Chi-Chi earthquake", Earthq. Eng. & Eng. Seism., 2(1), 93-108.
  29. Tsai, K.C. and Lin, M.L. (2002), "Seismic jacketing of RC columns for enhanced axial load carrying performance", J. Chin. Inst. Eng., 25(4), 389-402. https://doi.org/10.1080/02533839.2002.9670714.
  30. Tudjono, S., Han, A.L. and Hidayat, B.A. (2015), "An experimental study to the influence of fiber reinforced polymer (FRP) confinement on beams subjected to bending and shear", Procedia Eng., 125, 1070-1075. https://doi.org/10.1016/j.proeng.2015.11.164.
  31. Tudjono, S., Lie, H.A. and Gan, B.S. (2018), "An integrated system for enhancing flexural members' capacity via combinations of the fiber reinforced plastic use, retrofitting, and surface treatment techniques", Int. J. Technol., 9(1). https://doi.org/10.14716/ijtech.v9i1.298.
  32. Wang, C.Y., Ho, H.Y., Wang, R.Z. and Huang, H.H. (2008), "Numerical simulations of non-ductile RC frames with infilled brick panel under cyclic loading", J. Chin. Inst. Eng., 31(5), 827-840. https://doi.org/10.1080/02533839.2008.9671436.
  33. Yen, J.Y. and Chien, H.K. (2004), "Plated RC beam-column joints under cyclic loading", J. Chin. Inst. Eng., 27(5), 641-650. https://doi.org/10.1080/02533839.2004.9670912.
  34. Yu, T., Teng, J.G., Wong, Y.L. and Dong, S.L. (2010), "Finite element modeling of confined concrete-I: Drucker-Prager type plasticity model", Eng. Struct., 32(3), 665-679. https://doi.org/10.1016/j.engstruct.2009.11.014.
  35. Zepeda, D. and Hagen, G. (2016), "Lessons learned from the 2016 Taiwan Mei-Nong earthquake", Proceedings of Structural Engineers Association of California Convention, Taipei, Taiwan, October.
  36. Bechtoula, H. and Ousalem, H. (2005), "The 21 May 2003 Zemmouri (Algeria) earthquake: damages and disaster responses", J. Adv. Concrete Technol., 3(1), 161-174. https://doi.org/10.3151/jact.3.161.