DOI QR코드

DOI QR Code

Hysteretic model of isolator gap damper system and its equivalent linearization for random earthquake response analysis

  • Zhang, Hongmei (College of Civil Engineering and Architecture, Zhejiang University) ;
  • Gu, Chen (College of Civil Engineering and Architecture, Zhejiang University)
  • Received : 2021.06.28
  • Accepted : 2021.12.17
  • Published : 2022.03.25

Abstract

In near-fault earthquake prone areas, the velocity pulse-like seismic waves often results in excessive horizontal displacement for structures, which may result in severe structural failure during large or near-fault earthquakes. The recently developed isolator-gap damper (IGD) systems provide a solution for the large horizontal displacement of long period base-isolated structures. However, the hysteresis characteristics of the IGD system are significantly different from the traditional hysteretic behavior. At present, the hysteretic behavior is difficult to be reflected in the structural analysis and performance evaluation especially under random earthquake excitations for lacking of effective analysis models which prevent the application of this kind of IGD system. In this paper, we propose a mathematical hysteretic model for the IGD system that presents its nonlinear hysteretic characteristics. The equivalent linearization is conducted on this nonlinear model, which requires the variances of the IGD responses. The covariance matrix for the responses of the structure and the IGD system is obtained for random earthquake excitations represented by the Kanai-Tajimi spectrum by solving the Lyapunov equation. The responses obtained by the equivalent linearization are verified in comparison with the nonlinear responses by the Monte Carlo simulation (MCS) analysis for random earthquake excitations.

Keywords

Acknowledgement

The research described in this paper was financially supported by the National Key R&D Program of China (2019YFE0112600), the National Natural Science Foundation of China (Grant Nos. 52078459) and the National Natural Science Foundation of Zhejiang Province (Grant Nos. LZ22E080005).

References

  1. Clough, R.W. and Penzien, J. (1995), Dynamics of Structures, (Third Edition), Computers & Structures, Inc., USA.
  2. Crandall, S.H. and Mark, W.D. (1963), Random Vibration in Mechanical Systems, New York Academic Press.
  3. Dickinson, B. and Gavin, H. (2010), "Parametric statistical generalization of uniform-hazard earthquake ground motion", J. Struct. Eng., 137(3), 410-422. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000330
  4. De Domenico, D., Gandelli, E. and Quaglini, V. (2020a), "Effective base isolation combining low-friction curved surface sliders and hysteretic gap dampers", Soil Dyn. Earthq. Eng., 130, 105989. https://doi.org/10.1016/j.soildyn.2019.105989
  5. De Domenico, D.D., Gandelli, E. and Quaglini, V. (2020b), "Adaptive isolation system combining low-friction sliding pendulum bearings and SMA-based gap dampers", Eng. Struct., 212, 110536. https://doi.org/10.1016/j.engstruct.2020.110536
  6. Farsangi, E.N., Tasnimi, A.A. and Yang, T.Y. (2018), "Seismic performance of a resilient low-damage base isolation system under combined vertical and horizontal excitations", Smart Struct. Syst., Int. J., 22(4), 383-397. https://doi.org/10.12989/sss.2018.22.4.383
  7. Gazi, H. and Alhan, C. (2018), "Probabilistic sensitivity of base-isolated buildings to uncertainties", Smart Struct. Syst., Int. J., 22(4), 441-457. https://doi.org/10.12989/sss.2018.22.4.441
  8. Han, M. and Wang, X.M. (2005), "Experimental study on soft pounding limiting deformation of base isolating layer", Earthq. Resist. Eng. Retrofit., 27(03), 70-729.
  9. Han, M., Li, X.H. and Du, H.K. (2007), "Experiment on limiting displacement of steel spiral spring soft-collision for a base isolating layer", World Earthq. Eng., 23(04), 39-43.
  10. Han, M., Du, H.K. and Li, X.H. (2008), "Testing study on soft-collision limiting displacement of base isolating layer", Eng. Mech., 25(S1), 124-128.
  11. Kanai, K. (1957), "Semi-empirical formula for the seismic characteristics of the ground", Earthquake Research Institute, University of Tokyo, Japan.
  12. Kelly, J.M. (1999), "The role of damping in seismic isolation", Earthq. Eng. Struct. Dyn., 28(1), 3-20. https://doi.org/10.1002/(SICI)1096-9845(199901)28:1<3::AIDEQE801>3.0.CO;2-D
  13. Kishida, A., Nishimura, N., Yamashita, Y., Taga, K., Fujitani, H. and Mukai, Y. (2017), "Response reduction methods for base isolated buildings with collision to retaining walls", In: Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems 2017. https://doi.org/10.1117/12.2256229
  14. Lei, Z. and Qiu, C. (1997), "An equivalent nonlinearization method for analysing response of nonlinear systems to random excitations", Appl. Mathe. Mech., 18, 551-561. https://doi.org/10.1007/BF02454114
  15. Li, Y. and Li, J. (2019), "Overview of the development of smart base isolation system featuring magnetorheological elastomer", Smart Struct. Syst., Int. J., 24(1), 37-52. https://doi.org/10.12989/sss.2019.24.1.037
  16. Liu, C., Huang, H.Y. and Xiong, Z.M. (2018), "Research on new limiting device for pure friction base-isolated structure", Earthq. Resist. Eng. Retrofit., 40(06), 74-80.
  17. Nakashima, M. and Bruneau, M. (1995), Preliminary Reconnaissance Report of the 1995 Hyogoken-Nanbu Earthquake, The Architectural Institute of Japan, April.
  18. Ou, J.P. and Wang, G.Y. (1998), Random Vibration of Structures, Higher Education Press, Beijing, China.
  19. Pan, P., Zamfirescu, D., Nakashima, M., Nariaki, N. and Kashiwa, H. (2005), "Base-isolation design practice in Japan: introduction to the post-Kobe approach", J. Earthq. Eng., 9(1), 147-171. https://doi.org/10.1080/13632460509350537
  20. Rawlinson, T., Marshall, J., Ryan, K. and Zargar, H. (2015), "Development and experimental evaluation of a passive gap damper device to prevent pounding in base-isolated structures", Earthq. Eng. Struct. Dyn., 44, 1661-1675. https://doi.org/10.1002/eqe.2542
  21. Roberts, J.B. (1981a), "Response of nonlinear mechanical systems to random excitation part 1", Shock Vib. Digest, 13, 15-28. https://doi.org/10.1177/058310248101300404
  22. Roberts, J.B. (1981b), "Response of nonlinear mechanical systems to random excitation part 2", Shock Vib. Digest, 13, 13-29. https://doi.org/10.1177/058310248101300504
  23. Ryan, K., Zargar, H., Marshall, J. and Rawlinson, T. (2016), "Experimental Validation of a Gap Damper to Control the Displacement Demands in a Seismically Isolated Building", Proceedings of the 16th World Conference on Earthquake Engineering, Santiago, Chile, January.
  24. Sato, E., Furukawa, S., Kakehi, A. and Nakashima, M. (2011), "Full-scale shaking table test for examination of safety and functionality of base-isolated medical facilities", Earthq. Eng. Struct. Dyn., 40, 1435-1453. https://doi.org/10.1002/eqe.1097
  25. Somerville, P., Smith, N., Punyamurthula, S. and Sun, J. (1997), "Development of ground-motion time histories for phase 2 of the FEMA/SAC steel project", Rep. No. SAC/BD-97/04, FEMA, Washington, DC, USA.
  26. Soong, T.T. and Grigoriu, M. (1993), "Random vibration of mechanical and structural systems", NASA STI/Recon Technical Report A, 93, p. 14690.
  27. Tremblay, R., Lacerte, M. and Christopoulos, C. (2008), "Seismic response of multistory buildings with self-centering energy dissipative steel braces", J Struct Eng., 134(1), 108-20. https://doi.org/10.1061/(asce)0733-9445(2008)134:1(108)
  28. Tu, J., Lin, P., Stoten, D.P. and Guang, Li. (2009), "Testing of dynamically substructured, base-isolated systems using adaptive control techniques", Earthq. Eng. Struct. Dyn., 39, 661-681. https://doi.org/10.1002/eqe.962
  29. Yan, X. and Nie, J. (2000), "Response of SMA superelastic systems under random excitation", J. Sound Vib., 238(5), 893-901. https://doi.org/10.1006/jsvi.2000.3020
  30. Xiong, Z.M., Huo, X.P. and Su, N.N. (2008), "Theoretical analysis of a new kind of sliding base isolation frame structure", J. Vib. Shock, 27(10), 124-129. https://doi.org/10.3969/j.issn.1000-3835.2008.10.030
  31. Xu, J., Spencer, B. and Lu, X. (2017), "Performance-based optimization of nonlinear structures subject to stochastic dynamic loading", Eng. Struct., 134, 334-345. https://doi.org/10.1016/j.engstruct.2016.12.051
  32. Xu, J., Fermandois, G.A., Spencer, B. and Lu, X. (2018), "Stochastic optimization of buckling restrained braced frames under seismic loading", Struct. Infrastr. Eng., 14, 1386-1401. https://doi.org/10.1080/15732479.2018.1443144
  33. Yang, C., Chen, Y.Y., Liao, W.L., Luo, L. and Wu, D.C. (2019), "Collisions behaviors analysis of base-isolation building structures based on the elastoplastic model of horizontal stop blocks", J. Build. Struct., 1-10[2021-04 05]. https://doi.org/10.14006/j.jzjgxb.2019.0802
  34. Zargar, H., Ryan, K. and Marshall, J. (2013), "Feasibility study of a gap damper to control seismic isolator displacements in extreme earthquakes", Struct. Control Health Monitor., 20(8), 1159-1175. https://doi.org/10.1002/stc.1525
  35. Zargar, H., Ryan, K., Rawlinson, T. and Marshall, J. (2017), "Evaluation of a passive gap damper to control displacements in a shaking test of a seismically isolated three-story frame", Earthq. Eng. Struct. Dyn., 46, 51-71. https://doi.org/10.1002/eqe.2771
  36. Zhang, H.M., Quan, L.M., Lu, X.L. and Xu, J.Q. (2020), "Modified flag-shaped model for self-centering system and its equivalent linearization and structural optimization for stochastic excitation", Eng. Struct., 215, 110420. https://doi.org/10.1016/j.engstruct.2020.110420
  37. Zhang, H.M., Quan, L.M., Lu, X.L. (2022), "Experimental hysteretic behavior and application of an assembled self-centering buckling-restrained brace", J. Struct. Eng.-ASCE. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003287
  38. Zhao, G.F., Ma, Y.H. and Zhang, Y.S. (2013), "Analysis on parameters of hysteretic-friction isolated system with elastic-plastic displacement-constraint device", J. Build. Struct., 34(01), 131-138.