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ARTICLES

Nonlinear dynamic behavior of base-isolated buildings with the friction pendulum system subjected to near-fault earthquakes

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Pages 331-344 | Received 08 Jul 2016, Accepted 27 Dec 2016, Published online: 08 Feb 2017

References

  • Almazan, J. L., De la Llera, J. C., Inaudi, J. A. (1998). Modelling aspects of structures isolated with the frictional pendulum system. Earthquake Engineering and Structural Dynamics 27:845–67. doi:10.1002/(sici)1096-9845(199808)27:8<845::aid-eqe760>3.0.co;2-t
  • Balaji, P. S., Leblouba, M., Rahman, M. E., Ho, L. H. (2016). Static lateral stiffness of wire rope isolators. Mechanics of Structures and Machines 44(4):462–75. doi:10.1080/15397734.2015.1116996
  • Becker, T. C., Keldrauk, E. S., Mieler, M. W., Mahin, S. A., Stojadinovic, B. (2012). Effect of Mass Offset on the Torsional Response in Friction Pendulum Isolated Structures. 15th World Conference on Earthquake Engineering, Lisboa, Portugal, paper no. 752.
  • Bray, J. D., Rodriguez-Marek, A., Gillie, J. L. (2009). Design ground motions near active faults. Bulletin of the New Zealand Society for Earthquake Engineering 42(1):1–8.
  • Calvi, G. M., Ceresa, P., Casarotti, C., Bolognini, D., Auricchio, F. (2004). Effects of axial force variation in the seismic response of bridges isolated with friction pendulum systems. Journal of Earthquake Engineering 8(1):187–224. doi:10.1080/13632460409350525
  • Cardone, D., Gesualdi, G., Brancato, P. (2015). Restoring capability of friction pendulum seismic isolation systems. Bulletin of Earthquake Engineering 13(8):2449–80. doi:10.1007/s10518-014-9719-5
  • Carydis, P., Castiglioni, C. A., Lekkas, E., Kostaki, I., Lebesis, N., Drei, A. (2012). The Emilia Romagna, May 2012 earthquake sequence: The influence of the vertical earthquake component and related geoscientific and engineering aspects. The Emilia Romagna, May 2012 earthquake sequence: The influence of the vertical earthquake component and related geoscientific and engineering aspects 2–3:31–58.
  • Chioccarelli, E., Iervolino, I. (2010). Near-source seismic demand and pulse-like records: A discussion for L’Aquila earthquake. Earthquake Engineering and Structural Dynamics 39(9):1039–62. doi:10.1002/eqe.987
  • Constantinou, M. C., Mokha, A., Reinhorn, A. M. (1990). Teflon bearings in base isolation. II: Modeling. Journal of Structural Engineering 116(2):455–74. doi:10.1061/(asce)0733-9445(1990)116:2(455)
  • Constantinou, M. C., Tcidjbakhsh, I. G. (1984). Response of a sliding structure to filtered random excitation. Mechanics of Structures and Machines 12(3):401–18. doi:10.1080/03601218408907478
  • Dolce, M., Cardone, D., Croatto, F. (2005). Frictional behavior of steel-PTFE interfaces for seismic isolation. Bulletin of Earthquake Engineering 3:75–99. doi:10.1007/s10518-005-0187-9
  • Ebrahimian, H., Jalayer, F., Lucchini, A., Mollaioli, F., Manfredi, G. (2015). Preliminary ranking of alternative scalar and vector intensity measures of ground shaking. Bulletin of Earthquake Engineering 13:2805–40. doi:10.1007/s10518-015-9755-9
  • Fatica, G., Floris, C. (2002). Random vibration of Coulomb oscillators subjected to support motion with a non-Gaussian moment closure method. Mechanics of Structures and Machines 30(3):381–410. doi:10.1081/sme-120004423
  • FIP Industriale S.p.A., (2013). Catalogue S04: Curved Surface Sliders. Padova, http://www.fipindustriale.it, FIP Industriale.
  • Jangid, R. (2005). Optimum friction pendulum system for near-fault motions. Engineering Structures 27(3):349–59. doi:10.1016/j.engstruct.2004.09.013
  • Makris, N., Constantinou, M. C. (1991). Analysis of motion resisted by friction. II. Velocity-dependent friction. Mechanics of Structures and Machines 19(4):501–26. doi:10.1080/08905459108905154
  • Mazza, F. (2015a). Nonlinear incremental analysis of fire-damaged r.c. base-isolated structures subjected to near-fault ground motions. Soil Dynamics and Earthquake Engineering 77:192–202. doi:10.1016/j.soildyn.2015.05.006
  • Mazza, F. (2015b). Comparative study of the seismic response of RC framed buildings retrofitted using modern techniques. Earthquake and Structures 9(1):29–48.
  • Mazza, F. (2016). Effects of near-fault vertical earthquakes on the nonlinear incremental response of r.c. base-isolated structures exposed to fire. Bulletin of Earthquake Engineering 14:433–54. doi:10.1007/s10518-015-9826-y
  • Mazza, F., Mazza, M. (2012). Nonlinear modeling and analysis of R. C. framed buildings located in a near-fault area. The Open Construction & Building Technology Journal 6:346–54. doi:10.2174/1874836801206010346
  • Mazza, F., Vulcano, A., Mazza, M. (2012). Nonlinear dynamic response of rc buildings with different base-isolation systems subjected to horizontal and vertical components of near-fault ground motions. The Open Construction and Building Technology Journal 6:373–83. doi:10.2174/1874836801206010373
  • Mokha, A. S., Constantinou, M. C., Reinhorn, A. M. (1993). Verification of friction model of teflon bearings under triaxial load. Journal of Structural Engineering, ASCE 119(1):240–61. doi:10.1061/(asce)0733-9445(1993)119:1(240)
  • Mollaioli, F., Liberatore, L., Lucchini, A. (2014). Displacement damping modification factors for pulse-like and ordinary records. Engineering Structures 78:17–27. doi:10.1016/j.engstruct.2014.07.046
  • Mosqueda, G., Whittaker, A. S., Fenves, G. L. (2004). Characterization and modeling of friction pendulum bearings subjected to multiple components of excitation. Journal of Structural Engineering 130(3):433–42. doi:10.1061/(asce)0733-9445(2004)130:3(433)
  • Nagarajaiah, S., Reinhorn, A. M., Constantinou, M. C. (1993). Torsional coupling in base isolated structures: Sliding isolated systems. ASCE/Journal of Structural Engineering 119(1):130–49. doi:10.1061/(asce)0733-9445(1993)119:1(130)
  • NTC08., (2008). Technical regulations for the constructions: Italian Ministry of Infrastructures, Rome.
  • Pant, D. R., Wijeyewickrema, A. C., ElGawady, M. A. (2013). Appropriate viscous damping for nonlinear time-history analysis of base-isolated reinforced concrete buildings. Earthquake Engineering and Structural Dynamics 42:2321–39. doi:10.1002/eqe.2328
  • Papazoglou, A. J., Elnashai, A. S. (1996). Analytical and field evidence of the damaging effect of vertical earthquake ground motion. Earthquake Engineering and Structural Dynamics 25:1109–37. doi:10.1002/(sici)1096-9845(199610)25:10<1109::aid-eqe604>3.3.co;2-s
  • Park, Y. J., Wen, Y. K., Ang, A. H-S. (1986). Random vibration of hysteretic systems under bidirectional ground motions. Earthquake Engineering and Structural Dynamics 14(4):543–57. doi:10.1002/eqe.4290140405
  • PEER., (2008). Pacific earthquake engineering research center. Next Generation Attenuation (NGA) database 2008, http://peer.berkeley.edu/peer_ground_motion_database.
  • Petti, L., Polichetti, F., Palazzo, B. (2014). Analysis of seismic performance of FPS base isolated structures subjected to near fault events. International Journal of Engineering and Technology 5(6):5233–40.
  • Rabiei, M., Khoshnoudian, F. (2011). Response of multistory friction pendulum base-isolated buildings including the vertical component of earthquakes. Canadian Journal of Civil Engineering 38:1045–59. doi:10.1139/l11-064
  • Roussis, P. C., Constantinou, M. C. (2006). Uplift-restraining friction pendulum seismic isolation system. Earthquake Engineering and Structural Dynamics 35:577–93. doi:10.1002/eqe.545
  • Ryan, K. L., Chopra, A. K. (2004). Estimating the seismic displacement of friction pendulum isolators based on non-linear response history analysis. Earthquake Engineering and Structural Dynamics 42:2321–39.
  • Shahi, S., Baker, J. (2012). Pulse classifications from NGA west2 database. http://web.stanford.edu/˜bakerjw/pulse_classification_v2/Pulse-like-records.html
  • Su, L., Ahmadi, G., Tadjbakhsh, I. G. (1990). A probabilistic comparative study of base isolation systems. Mechanics of Structures and Machines 18(1):107–33. doi:10.1080/08905459008915661
  • Wolff, E. D., Ipek, C., Constantinou, M. C., Morillas, L. (2014). Torsional response of seismically isolated structures revisited. Engineering Structures 59:462–8. doi:10.1016/j.engstruct.2013.11.017
  • Zayas, V. A., Low, S. S., Mahin, S. A. (1987). The CSSS earthquake resisting system experimental report. Berkeley report no. UCB/EERC-87-01, Earthquake Engineering Research Center, University of California, Berkeley (U.S.A.).
  • Zayas, V. A., Low, S. S., Mahin, S. A. (1990). A simple pendulum technique for achieving seismic isolation. Earthquake Spectra 6:317–33. doi:10.1193/1.1585573

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