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Full-scale tests of two-story RC frames retrofitted with steel plate multi-slit dampers

  • Received : 2020.04.26
  • Accepted : 2021.05.17
  • Published : 2021.06.10

Abstract

There is a growing need of seismic retrofit of existing non-seismically designed structures in Korea after the 2016 Gyeongju and 2017 Pohang earthquakes, especially school buildings which experienced extensive damage during those two earthquakes. To this end, a steel multi-slit damper (MSD) was developed in this research which can be installed inside of partition walls of school buildings. Full-scale two-story RC frames were tested with and without the proposed dampers. The frames had structural details similar to school buildings constructed in the 1980s in Korea. The details of the experiments were described in detail, and the test results were validated using the analysis model. The developed seismic retrofit strategy was applied to a case study school building structure, and its seismic performance was evaluated before and after retrofit using the MSD. The results show that the developed retrofit strategy can improve the seismic performance of the structure to satisfy a given target performance level.

Keywords

Acknowledgement

This research was carried out by research funding (task number 21CTAP-C152050-03) of the Ministry of Land, Infrastructure and Transport, Land Transport Technology Promotion Research Project.

References

  1. ACI. (2005), Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05). American Concrete Institute, Farmington Hills, MI.
  2. ACI (American Concrete Institute). (2014), Building Code Requirements for Structural Concrete (ACI 318M-14) and Commentary (ACI 318RM-14). American Concrete Institute (ACI), Farmington Hills, MI.
  3. ASCE. (2013), Seismic rehabilitation of existing buildings. ASCE/SEI 41-13, ASCE, Reston, VA.
  4. ATC. (1996), Seismic Evaluation and Retrofit of Concrete Buildings. Applied Technology Council, Redwood City, CA.
  5. Bahrani, M.K., Nooralizadeh, A., Usefi, N. and Zargaran, M. (2019), "Seismic evaluation and partial retrofitting of concrete bridge bents with defect details", Latin American Journal of Solids and Structures, Brazilian Association of Computational Mechanics, 16(8). https://doi.org/10.1590/1679-78255158.
  6. Chan, R.W.K. and Albermani, F. (2008), "Experimental study of steel slit damper for passive energy dissipation", Eng. Struct., 30(4), 1058-1066. https://doi.org/10.1016/j.engstruct.2007.07.005.
  7. Choi, H. and Kim, J. (2010). "New installation scheme for viscoelastic dampers using cables", Can. J. Civil Eng., 37(9), 1201-1211. https://doi.org/10.1139/L10-068.
  8. Computers and Structures Inc. (CSI). (2017), "SAP2000." Berkeley, CA.
  9. Javidan, M.M., Kang, H., Isobe, D. and Kim, J. (2018), "Computationally efficient framework for probabilistic collapse analysis of structures under extreme actions", Eng. Struct., 172, 440-452. https://doi.org/10.1016/j.engstruct.2018.06.022.
  10. Javidan, M.M. and Kim, J. (2019a), "Seismic retrofit of soft-first story structures using rotational friction dampers", J. Struct. Eng., 145(12), 04019162. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002433.
  11. Javidan, M.M. and Kim, J. (2019b), "Variance-based global sensitivity analysis for fuzzy random structural systems", Comput, - Aided Civil Infrastruct, Eng., 34(7). https://doi.org/10.1111/mice.12436.
  12. Javidan, M.M. and Kim, J. (2020a), "Experimental and Numerical Sensitivity Assessment of Viscoelasticity for Polymer Composite Materials", Scientific Reports, Nature Research, 10(1), 1-9. https://doi.org/10.1038/s41598-020-57552-3.
  13. Javidan, M.M. and Kim, J. (2020b), "Steel hysteretic column dampers for seismic retrofit of soft-first-story structures", Steel Compos. Struct., 37(3), 259-272. http://dx.doi.org/10.12989/scs.2020.37.3.259.
  14. Kim, J. and Bang, S. (2002), "Optimum distribution of added viscoelastic dampers for mitigation of torsional responses of plan-wise asymmetric structures", Eng. Struct., 24(10), 1257-1269. https://doi.org/10.1016/S0141-0296(02)00046-9.
  15. Kim, J., Choi, H. and Chung, L. (2004), "Energy-based seismic design of structures with buckling-restrained braces", Steel Compos. Struct., 4(6), 437-452. https://doi.org/10.12989/scs.2004.4.6.437.
  16. Kim, J., Park, J. and Kim, S.D. (2009), "Seismic behavior factors of buckling-restrained braced frames", Struct. Eng. Mech., 33(3), 261-284. https://doi.org/10.12989/sem.2009.33.3.261.
  17. Kim, J (2019), "Development of seismic retrofit devices for building structures", Int. J. High-Rise Build., 8(3), 221-227. https://doi.org/10.21022/IJHRB.2019.8.3.221.
  18. Lee, J. and Kim, J. (2015), "Seismic performance evaluation of moment frames with slit-friction hybrid dampers", Earthq. Struct., 9(6), 1291-1311. http://dx.doi.org/10.12989/eas.2015.9.6.1291.
  19. Lee, J. and Kim, J. (2017), "Development of Steel Box-shaped slit dampers for Seismic Retrofit of building structures". Eng. Struct., 150, 934-946. https://doi.org/10.1016/j.engstruct.2017.07.082.
  20. Lee, S.K., Park, J.H., Moon, B.W., Min, K.W., Lee, S.H. and Kim, J. (2008), "Design of a bracing-friction damper system for seismic retrofitting", Smart Struct. Syst., 685-696. https://doi.org/10.12989/sss.2008.4.5.685.
  21. Mander, J.B., Priestley, M.J.N. and Park, R. (1988), "Theoretical Stress-Strain Model for Confined Concrete", J. Struct. Eng., 114(8), 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804).
  22. Mohammadi, M., Kafi, M.A., Kheyroddin, A. and Ronagh, H.R. (2020a), "Performance of innovative composite buckling-restrained fuse for concentrically braced frames under cyclic loading", Steel Compos. Struct., 36(2), 163-177. http://dx.doi.org/10.12989/scs.2020.36.2.163.
  23. Mohammadi, M., Kafi, M.A., Kheyroddin, A., Ronagh, H.R. and Rashidi, M. (2020b), "Experimental and Numerical Investigation of Innovative Composite Buckling-Restrained Fuse", Lecture Notes in Civil Engineering, 113-121. https://doi.org/10.1007/978-981-13-7603-0_12.
  24. Naeem, A. and Kim, J. (2019), "Seismic performance evaluation of a multi-slit damper", Eng. Struct., 189, 332-346. https://doi.org/10.1016/j.engstruct.2019.03.107.
  25. Noureldin, M., Kim, J. and Kim, J. (2018), "Optimum distribution of steel slit-friction hybrid dampers based on life cycle cost", Steel Compos. Struct., 27(5), 633-646. http://dx.doi.org/10.12989/scs.2018.27.5.633.
  26. Park, J., Lee, J. and Kim, J. (2012), "Cyclic test of buckling restrained braces composed of square steel rods and steel tube", Steel Compos. Struct., 13(5), 423-436. https://doi.org/10.12989/scs.2012.13.5.423.
  27. PEER. (2014), "PEER NGA Database." PEER Ground Motion Database, .
  28. Saffari, H., Hedayatb, A.A. and Poorsadeghi, N.M. (2013), "Post-Northridge connections with slit dampers to enhance strength and ductility", J. Constr. Steel Res., 80(1), 138-152. https://doi.org/10.1016/j.jcsr.2012.09.023.
  29. Shin, J., Lee, K., Jeong, S.H., Lee, H.S. and Kim, J. (2012), "Experimental and analytical studies on Buckling-Restrained Knee Bracing systems with channel sections", Int. J. Steel Struct., 12(1), 93-106. https://doi.org/10.1007/s13296-012-1009-Y.
  30. Usefi, N., Ronagh, H., Kildashti, K. and Samali, B. (2018), "Macro/micro analysis of cold-formed steel members using Abaqus and OpenSees", Proceedings of the 13th International Conference on Steel, Space and Composite Structures, Perth.
  31. Tsai, K.C., Chen, H.W., Hong, C.P. and Su, Y.F. (1993), "Design of steel triangular plate energy absorbers for seismic-resistant construction", Earthq. Spectra, 9(3), 505-528. https://doi.org/10.1193/1.1585727.
  32. Whittaker, A.S., Bertero, V.V., Thompson, C.L. and Alonso, L.J. (1991), "Seismic testing of steel plate energy dissipation devices", Earthq. Spectra, 7(4), 563-604. https://doi.org/10.1193/1.1585644.
  33. Xu, Z.D. (2009), "Horizontal shaking table tests on structures using innovative earthquake mitigation devices", J. Sound Vib., 325(1-2), 34-48. https://doi.org/10.1016/j.jsv.2009.03.019.
  34. Xu, Z.D., Ge, T. and Liu, J. (2020), "Experimental and Theoretical Study of High-Energy Dissipation-Viscoelastic Dampers Based on Acrylate-Rubber Matrix", J. Eng. Mech., 146(6), 4020057. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001802.
  35. Xu, Z.D., Huang, X.H., Xu, F.H. and Yuan, J. (2019), "Parameters optimization of vibration isolation and mitigation system for precision platforms using non-dominated sorting genetic algorithm", Mech. Syst. Signal Pr., 128, 191-201. https://doi.org/10.1016/j.ymssp.2019.03.031.
  36. Xu, Z.D., Xu, F.H. and Chen, X. (2016), "Vibration suppression on a platform by using vibration isolation and mitigation devices", Nonlinear Dynam., 83(3), 1341-1353. https://doi.org/10.1007/s11071-015-2407-4.
  37. Yousef-beik, S.M.M., Bagheri, H., Veismoradi, S., Zarnani, P., Hashemi, A. and Quenneville, P. (2020a), "Seismic performance improvement of conventional timber brace using re-centring friction connection", Structures, 26, 958-968. https://doi.org/10.1016/j.istruc.2020.05.029.
  38. Yousef-beik, S.M.M., Veismoradi, S., Zarnani, P. and Quenneville, P. (2020b), "A new self-centering brace with zero secondary stiffness using elastic buckling", J. Constr. Steel Res., 169, 106035. https://doi.org/10.1016/j.jcsr.2020.106035.

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