DOI QR코드

DOI QR Code

Seismic retrofit system made of viscoelastic polymer composite material and thin steel plates

  • 투고 : 2020.10.27
  • 심사 : 2022.04.12
  • 발행 : 2022.04.25

초록

In this study, a series of cyclic loading tests were performed on viscoelastic dampers (VED) composed of viscoelastic polymer composite material and thin steel plates to observe the variation of the mechanical properties under different loading conditions. A mathematical model was developed based on the Kelvin-Voigt and Bouc-Wen models to formulate the nonlinear force-displacement relationship of the viscoelastic damper. The accuracy of the proposed mathematical model was verified using the data obtained from the tests. The mathematical model was applied to analyze a reinforced concrete framed structure retrofitted with viscoelastic dampers. Nonlinear dynamic analysis results showed that the average maximum inter-story drift ratios of the retrofitted structure met the target limit state after installing the VED. In addition, both the maximum and residual displacements were significantly reduced after the installation of the VED.

키워드

과제정보

This research was financially supported by the Ministry of Trade, Industry and Energy (MOTIE) and Korea Institute for Advancement of Technology (KIAT) through the International Cooperative R&D program (Project No. P0014937).

참고문헌

  1. ASCE (2017), Minimum Design Loads and Associated Criteria for Buildings and Other Structures, Reston, VA: American Society of Civil Engineers (ASCE).
  2. Eldin, M.N., 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. https://doi.org/10.12989/scs.2018.27.5.633.
  3. Eskandari, N., Mohammad, S., and Jinkoo K. (2022), "Fuzzy analysis of a viscoelastic damper in seismic retrofit of structures", Eng. Struct., 113473. https://doi.org/10.1016/J.ENGSTRUCT.2021.113473.
  4. Foliente, G.C (1995), "Hysteresis modeling of wood joints and structural systems", J. Struct. Eng., 121(6), 1013-122. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:6(1013).
  5. Hossain, M.R. and Ashraf, M. (2012), "Mathematical modelling of yielding shear panel device", Thin-Wall. Struct., 59, 153-161. https://doi.org/10.1016/j.tws.2012.04.018.
  6. Javidan, M.M., Nasab, M.S.E. and Kim, J. (2021), "Full-scale tests of two-story RC frames retrofitted with steel plate multi-slit dampers", Steel Compos. Struct., 39(5), 645-664. https://doi.org/10.12989/SCS.2021.39.5.645
  7. 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.
  8. Kim, J., Kim, M. and Eldin, M.N. (2017), "Optimal distribution of steel plate slit dampers for seismic retrofit of structures", Steel Compos. Struct., 25(4), 473-484. https://doi.org/10.12989/scs.2017.25.4.473.
  9. Mualla, I.H. and Belev, B. (2002), "Performance of steel frames with a new friction damper device under earthquake excitation", Eng. Struct., 24(3), 365-371. https://doi.org/10.1016/S0141-0296(01)00102-X.
  10. Naeem, A. and Kim, J. (2018), "Seismic performance evaluation of a spring viscous damper cable system", Eng. Struct., 176, 455-467. https://doi.org/10.1016/J.ENGSTRUCT.2018.09.055.
  11. 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.
  12. Nakamura, Y. (2017), "Application of CQC Method to seismic response control with viscoelastic dampers", Risk Reliabil. Anal. Theory Appl., 229-254. Springer.
  13. Nasab, M.S.E. and Kim, J. (2020), "Seismic retrofit of structures using hybrid steel slit-viscoelastic dampers", J. Struct. Eng., 146(11), 04020238. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002816.
  14. Nasab, M.S.E., Chun, S. and Kim, J. (2021), "Soil-structure interaction effect on seismic retrofit of a soft first-story structure", Structures, 32, 1553-1564. https://doi.org/10.1016/j.istruc.2021.03.105.
  15. Nasab, M.S.E., Javidan, M.M., Chun, S. and Kim, J. (2021) "Experimental study on seismic retrofit of a RC frame using viscoelastic dampers", Structures, 34, 771-786. https://doi.org/10.1016/j.istruc.2021.08.044
  16. Noureldin, M., Ali, A., Nasab, M.S.E. and Kim, J. (2021), "Optimum distribution of seismic energy dissipation devices using neural network and fuzzy inference system", Comput. Aid. Civil Infrastruct. Eng., 36(10), 1306-1321. https://doi.org/10.1111/mice.12673
  17. NourEldin, M., Naeem, A. and Kim, J. (2019), "Life-cycle cost evaluation of steel structures retrofitted with steel slit damper and shape memory alloy-based hybrid damper", Adv. Struct. Eng., 22(1), 3-16. https://doi.org/10.1177%2F1369433218773487. https://doi.org/10.1177%2F1369433218773487
  18. 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.
  19. Pekelnicky, R., Engineers, S.D., Chris Poland, S.E. and Engineers, N.D. (2012), "ASCE 41-13: Seismic evaluation and retrofit rehabilitation of existing buildings", Proceedings of the SEAOC.
  20. SAP2000 (2007), "Integrated software for structural analysis & design", Comput. Struct. Inc. Berkeley.
  21. 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.
  22. Xu, Z., Zeng, X., Wu, K., Li, A. and Xu, Q. (2009), "Horizontal shaking table tests and analysis on structures with multi-dimensional earthquake isolation and mitigation devices", Sci. China Series E: Technol. Sci., 52(7). https://doi.org/10.1007/s11431-009-0149-6.
  23. Xu, Z.D. (2007), "Earthquake mitigation study on viscoelastic dampers for reinforced concrete structures", J. Vib. Control, 13(1), 29-43. https://doi.org/10.1177%2F1077546306068058. https://doi.org/10.1177%2F1077546306068058
  24. 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.
  25. Xu, Z.D., Liao, Y.X., Ge, T. and Xu, C. (2016), "Experimental and theoretical study of viscoelastic dampers with different matrix rubbers", J. Eng. Mech., 142(8), 04016051. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001101.
  26. Xu, Z.D., Tu, Q. and Guo, Y.F. (2012), "Experimental study on vertical performance of multidimensional earthquake isolation and mitigation devices for long-span reticulated structures", J. Vib. Control, 18(13), 1971-1985. https://doi.org/10.1177%2F1077546311429338. https://doi.org/10.1177%2F1077546311429338
  27. Xue, C. (2013), Mechanical Properties Study for Sandwich Plate System, Harbin Engineering University.