DOI QR코드

DOI QR Code

Application of an extended Bouc-Wen model for hysteretic behavior of the RC structure with SCEBs

  • Dong, Huihui (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology) ;
  • Han, Qiang (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology) ;
  • Du, Xiuli (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology)
  • 투고 : 2018.12.26
  • 심사 : 2019.04.09
  • 발행 : 2019.09.25

초록

The reinforced concrete (RC) structures usually suffer large residual displacements under strong motions. The large residual displacements may substantially reduce the anti-seismic capacity of structures during the aftershock and increase the difficulty and cost of structural repair after an earthquake. To reduce the adverse residual displacement, several self-centering energy dissipation braces (SCEBs) have been proposed to be installed to the RC structures. To investigate the seismic responses of the RC structures with SCEBs under the earthquake excitation, an extended Bouc-Wen model with degradation and self-centering effects is developed in this study. The extended model realized by MATLAB/Simulink program is able to capture the hysteretic characteristics of the RC structures with SCEBs, such as the energy dissipation and the degradation, especially the self-centering effect. The predicted hysteretic behavior of the RC structures with SCEBs based on the extended model, which used the unscented Kalman filter (UKF) for parameter identification, is compared with the experimental results. Comparison results show that the predicted hysteretic curves can be in good agreement with the experimental results. The nonlinear dynamic analyses using the extended model are then carried out to explore the seismic performance of the RC structures with SCEBs. The analysis results demonstrate that the SCEB can effectively reduce the residual displacements of the RC structures, but slightly increase the acceleration.

키워드

과제정보

연구 과제 주관 기관 : Beijing Municipal Education Commission, National Science Foundation of China

참고문헌

  1. Ajrab, J.J., Pekcan, G. and Mander, J.B. (2004), "Rocking wall-Frame structures with supplemental tendon systems", Journal of Structural Engineering, 130(6), 895-903. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:6(895)
  2. Araki, Y., Shrestha, K.C., Maekawa, N., Koetaka, Y., Omori, T. and Kainuma, R. (2016), "Shaking table tests of steel frame with superelastic Cu-Al-Mn SMA tension braces", Earthq. Eng. Struct. Dynam., 45(2), 297-314. https://doi.org/10.1002/eqe.2659.
  3. Baber, T.T. and Noori, M.N. (1985), "Random vibration of degrading, pinching systems", J. Eng. Mech., 111(8), 1010-1026. https://doi.org/10.1061/(ASCE)0733-9399(1985)111:8(1010).
  4. Baber, T.T. and Wen, Y.K. (1981), "Random vibration hysteretic, degrading systems", J. Eng. Mech. Divison, 107(6), 1069-1087. https://doi.org/10.1061/JMCEA3.0002768
  5. Bazaez, R. and Dusicka, P. (2016), "Cyclic behavior of reinforced concrete bridge bent retrofitted with buckling restrained braces", Eng. Struct., 119, 34-48. https://doi.org/10.1016/j.engstruct.2016.04.010.
  6. Bouc, R. (1967), "Forced vibrations of mechanical systems with hysteresis", Proceedings of the Fourth Conference on Nonlinear Oscillations, Prague, Czechoslovakia.
  7. Carboni, B., Lacarbonara, W. and Auricchio, F. (2014), "Hysteresis of multiconfiguration assemblies of nitinol and steel strands: experiments and phenomenological identification", J. Eng. Mech., 141(3). https://doi.org/10.1061/(ASCE)EM.1943-7889.0000852.
  8. Chang, C., Strano, S. and Terzo, M. (2016), "Modelling of hysteresis in vibration control systems by means of the Bouc-Wen model", Shock Vib., 2016. http://dx.doi.org/10.1155/2016/3424191.
  9. Chatzi, E.N. and Smyth, A.W. (2009), "The unscented Kalman filter and particle filter methods for nonlinear structural system identification with non-collocated heterogeneous sensing", Struct. Control Health Monitor., 16(1), 99-123. https://doi.org/10.1002/stc.290.
  10. Chou, C.C. and Chen, Y.C. (2012), "Development and seismic performance of steel dual-core self-centering braces", Proceedings of 15th World Conference on Earthquake Engineering, Lisbon, Portugal, September.
  11. Chou, C.C. and Chung, P.T. (2014), "Development and seismic tests of a cross-anchored dual-core self-centering brace using steel tendons as tensioning elements", Proceedings of the 10th National Conference on Earthquake Engineering, Anchorage, Alaska, United States, July.
  12. Chou, C.C. and Lai, Y.J. (2009), "Post-tensioned self-centering moment connections with beam bottom flange energy dissipators", J. Contruct. Steel Res., 65(10), 1931-1941. https://doi.org/10.1016/j.jcsr.2009.06.002.
  13. Christopoulos, C., Filiatrault, A., Uang, C. and Folz, B. (2002), "Posttensioned energy dissipating connections for momentresisting steel frames", J. Struct. Eng., 128(9), 1111-1120. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:9(1111).
  14. Christopoulos, C., Tremblay, R., Kim, H.J. and Lacerte, M. (2008), "Self-centering energy dissipative bracing system for the seismic resistance of structures: development and validation", J. Struct. Eng., 134(1), 96-107. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(96).
  15. Clough, R. W., Benuska, K. L., and Wilson, E.L. (1965). "Inelastic earthquake response of tall buildings", Proceedings, Third World Conference on Earthquake Engineering, New Zealand, January.
  16. Dolce, M., Cardone, D. and Marnetto, R. (2000), "Implementation and testing of passive control devices based on shape memory alloys", Earthq. Eng. Struct. Dynam., 29(7), 945-968. https://doi.org/10.1002/1096-9845(200007)29:7%3C945::AIDEQE958%3E3.0.CO;2-%23.
  17. Domaneschi, M. (2012), "Simulation of controlled hysteresis by the semi-active Bouc-Wen model", Comput. Struct., 106, 245-257. https://doi.org/10.1016/j.compstruc.2012.05.008.
  18. Dong, H., Du, X., Han, Q., Hao, H., Bi, K. and Wang, X. (2017), "Performance of an innovative self-centering buckling restrained brace for mitigating seismic responses of bridge structures with double-column piers", Eng. Struct., 148, 47-62. https://doi.org/10.1016/j.engstruct.2017.06.011.
  19. Dong, H. H., Du, X. L., Han, Q., Bi, K. M., Hao, H., (2019). "Hysteretic performance of RC double-column bridge piers with self-centering buckling-restrained braces", Bullet. Earthq. Eng., https://doi.org/10.1007/s10518-019-00586-4.
  20. Eatherton, M.R., Fahnestock, L.A. and Miller, D.J. (2014), "Computational study of self-centering buckling-restrained braced frame seismic performance", Earthq. Eng. Struct. Dynam., 43(13), 1897-1914. https://doi.org/10.1002/eqe.2428.
  21. Eatherton, M.R., Ma, X., Krawinkler, H., Deierlein, G.G. and Hajjar, J.F. (2014), "Quasi-static cyclic behavior of controlled rocking steel frames", J. Struct. Eng., 140(11). https://doi.org/10.1061/(ASCE)ST.1943-541X.0001005.
  22. Elbahey, S. and Bruneau, M. (2012), "Bridge Piers with Structural Fuses and Bi-Steel Columns. I: Experimental Testing", J. Bridge Eng., 17(1), 25-35. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000234.
  23. Erochko, J., Christopoulos, C. and Tremblay, R. (2014), "Design and Testing of an Enhanced-Elongation Telescoping Self-Centering Energy-Dissipative Brace", J. Struct. Eng., 141(6), https://doi.org/10.1061/(ASCE)ST.1943-541X.0001109.
  24. Erochko, J., Christopoulos, C., Tremblay, R. and Choi, H. (2010), "Residual drift response of SMRFs and BRB frames in steel buildings designed according to ASCE 7-05", J. Struct. Eng., 137(5), 589-599. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000296.
  25. Erochko, J., Christopoulos, C., Tremblay, R. and Kim, H.J. (2013), "Shake table testing and numerical simulation of a self-centering energy dissipative braced frame", Earthq. Eng. Struct. Dynam., 42(11), 1617-1635. https://doi.org/10.1002/eqe.2290.
  26. Foliente, G.C. (1995), "Hysteresis modeling of wood joints and structural systems", J. Struct. Eng., 121(6), 1013-1022. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:6(1013).
  27. Han, Q, Jia, Z.L., Xu, K., Zhou, Y.L., Du, X.L. (2019). "Hysteretic behavior investigation of self-centering double-column rocking piers for seismic resilience", Eng. Struct., 188, 218-232. https://doi.org/10.1016/j.engstruct.2019.03.024.
  28. Huang, Y.C. and Tsai, K.C. (2002), "Experimental responses of large scale buckling restrained brace frames", CEER/R91-03; Center for Earthquake Engineering Research, National Taiwan Univ., Taiwan.
  29. Imbsen, R. A. (2007), AASHTO Guide Specifications for LRFD Seismic Bridge Design", American Association of State Highway and Transport Officials, Subcommittee for Seismic Effects on Bridges, USA.
  30. Kim, H.J. and Christopoulos, C. (2009), "Numerical models and ductile ultimate deformation response of post-tensioned selfcentering moment connections", Earthq. Eng. Struct. Dynam., 38(1), 1-21. https://doi.org/10.1002/eqe.836.
  31. Kitayama, S. and Constantinou, M.C. (2016), "Design and Analysis of Buildings with Fluidic Self-Centering Systems", J. Struct. Eng., 142(11), https://doi.org/10.1061/(ASCE)ST.1943-541X.0001583.
  32. Kitayama, S. and Constantinou, M.C. (2017), "Fluidic Self-Centering Devices as Elements of Seismically Resistant Structures: Description, Testing, Modeling, and Model Validation", J. Struct. Eng., 143(7). https://doi.org/10.1061/(ASCE)ST.1943-541X.0001787.
  33. Li, H., Mao, C.X. and Ou, J.P. (2008), "Experimental and theoretical study on two types of shape memory alloy devices", Earthq. Eng. Struct. Dynam., 37(3), 407-426. https://doi.org/10.1002/eqe.761.
  34. Ma, H.W. and Cho, C.D. (2008), "Feasibility study on a superelastic SMA damper with re-centring capability", Mater. Sci. Eng. A, 473(1), 290-296. https://doi.org/10.1016/j.msea.2007.04.073.
  35. Ma, H.W. and Yam, M.C. (2011), "Modelling of a self-centring damper and its application in structural control", J. Contruct. Steel Res., 67(4), 656-666. https://doi.org/10.1016/j.jcsr.2010.11.014.
  36. Ma, X., Eatherton, M., Hajjar, J., Krawinkler, H. and Deierlein, G. (2010) "Seismic design and behavior of steel frames with controlled rocking-Part II: Large scale shake table testing and system collapse analysis", Proceedings of the 2010 Structures Congress, Orlando, Florida, United States, May. https://doi.org/10.1061/41130(369)139.
  37. McCormick, J., Aburano, H., Ikenaga, M. and Nakashima, M. (2008) "Permissible residual deformation levels for building structures considering both safety and human elements", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, October.
  38. Miller, D.J., Fahnestock, L.A. and Eatherton, M.R. (2011), "Selfcentering buckling-restrained braces for advanced seismic performance", Proceedings of the 2011 Structures Congress, Las Vegas, Nevada, April. https://doi.org/10.1061/41171(401)85.
  39. Miller, D.J., Fahnestock, L.A. and Eatherton, M.R. (2012), "Development and experimental validation of a nickel-titanium shape memory alloy self-centering buckling-restrained brace", Eng. Struct., 40, 288-298. https://doi.org/10.1016/j.engstruct.2012.02.037.
  40. Nicknam, A. and Filiatrault, A. (2015), "Direct Displacement- Based Seismic Design of Propped Rocking Walls", Earthq. Spectra, 31(1), 179-196. https://doi.org/10.1193/051512EQS187M.
  41. Ozbulut, O.E. and Hurlebaus, S. (2012), "Application of an SMAbased hybrid control device to 20-story nonlinear benchmark building", Earthq. Eng. Struct. Dynam., 41(13), 1831-1843. https://onlinelibrary.wiley.com/action/doSearch?ContribAuthorStored=Hurlebaus%2C+Stefan. https://doi.org/10.1002/eqe.2160
  42. Ozbulut, O.E., Hurlebaus, S. and DesRoches, R. (2011), "Seismic response control using shape memory alloys: a review", J. Intelligent Mater. Syst. Struct., 22(14), 1531-1549. https://doi.org/10.1177/1045389X11411220
  43. Ricles, J.M., Sause, R., Peng, S. W. and Lu, L.W. (2002), "Experimental evaluation of earthquake resistant posttensioned steel connections", J. Struct. Eng., 128(7), 850-859. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:7(850).
  44. Saiidi, M. and Sozen, M.A. (1981), "Simple nonlinear seismic analysis of R/C structures", J. Struct. Divison, 107(5), 937-953. https://doi.org/10.1061/JSDEAG.0005714
  45. Sireteanu, T., Giuclea, M. and Mitu, A.M. (2010), "Identification of an extended Bouc-Wen model with application to seismic protection through hysteretic devices", Comput. Mech., 45(5), 431-441. https://doi.org/10.1007/s00466-009-0451-y.
  46. Sivaselvan, M.V. and Reinhorn, A.M. (2000), "Hysteretic models for deteriorating inelastic structures", J. Eng. Mech., 126(6), 633-640. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:6(633).
  47. Takeda, T., Sozen, M.A. and Nielsen, N.N. (1970), "Reinforced concrete response to simulated earthquakes", J. Struct. Divison, 96(12), 2557-2573. https://doi.org/10.1061/JSDEAG.0002765
  48. Tremblay, R. and Christopoulos, C. (2012) "Self-centering energy dissipative brace apparatus with tensioning elements", US Patent 8,250,818,2012.
  49. 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), 108-120. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(108).
  50. Wen, Y. K. (1976), "Method for random vibration of hysteretic systems", J. Eng. Mech. Divison, 102(2), 249-263. https://doi.org/10.1061/JMCEA3.0002106
  51. Xie, Z.B. and Feng, J.C. (2012), "Real-time nonlinear structural system identification via iterated unscented Kalman filter", Mech. Syst. Signal Process, 28, 309-322. https://doi.org/10.1016/j.ymssp.2011.02.005.
  52. Xiong, K., Zhang, H.Y. and Chan, C.W. (2006), "Performance evaluation of UKF-based nonlinear filtering", Automatica, 42(2), 261-270. https://doi.org/10.1016/j.automatica.2005.10.004.
  53. Xu, L.H., Fan, X.W. and Li, Z.X. (2016), "Development and experimental verification of a pre-pressed spring self-centering energy dissipation brace", Eng. Struct., 127, 49-61. https://doi.org/10.1016/j.engstruct.2016.08.043.
  54. Xu, L.H., Fan, X.W. and Li, Z.X. (2017), "Cyclic behavior and failure mechanism of self-centering energy dissipation braces with pre-pressed combination disc springs", Earthq. Eng. Struct. Dynam., 46(7), 1065-1080. https://doi.org/10.1002/eqe.2844.
  55. Zhou, Z., Xie, Q., Lei, X., He, X. and Meng, S. (2015), "Experimental investigation of the hysteretic performance of dual-tube self-centering buckling-restrained braces with composite tendons", J. Compos. Construct., 19(6), https://doi.org/10.1061/(ASCE)CC.1943-5614.0000565.
  56. Zhou, Z., Xie, Q., Lei, X.C., He, X.T. and Meng, S.P. (2015), "Experimental investigation of the hysteretic performance of dual-tube self-centering buckling-restrained braces with composite tendons", J. Compos. Construct., 19(6), https://doi.org/10.1061/(ASCE)CC.1943-5614.0000565.
  57. Zhu, S. and Zhang, Y. (2008), "Seismic analysis of concentrically braced frame systems with self-centering friction damping braces", J. Struct. Eng., 134(1), 121-131. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(121).
  58. Zhu, S.Y. and Zhang, Y.F. (2007), "Seismic behaviour of selfcentring braced frame buildings with reusable hysteretic damping brace", Earthq. Eng. Struct. Dynam., 36(10), 1329-1346. https://doi.org/10.1002/eqe.683.
  59. Zhu, S.Y. and Zhang, Y.F. (2008), "Seismic analysis of concentrically braced frame systems with self-centering friction damping braces", J. Struct. Eng., 134(1), 121-131. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(121).

피인용 문헌

  1. Strength reduction factor of self-centering structures under near-fault pulse-like ground motions vol.24, pp.1, 2019, https://doi.org/10.1177/1369433220945055