References
- AndersonT.L., BachmanR.E., & GrantP.R. (1992). Base isolation response to extreme ground motions. In Proceedings of the 10th world conference of earthquake engineering, Madrid, Spain, July 19–24.
- AsanoK., & IwanW.D. (1984). An alternative approach to the random response of bilinear hysteretic systems. Earthquake Engineering and Structural Dynamics, 12, 229–236.
- BarattaA., & CorbiL. (2004). Optimal design of base-isolators in multi-storey buildings. Computers and Structures, 82, 2199–2209.
- BucherC. (2009). Probability-based optimal design of friction-based seismic isolation devices. Structural Safety, 31, 500–507.
- BuckleI., & MayesR. (1990). Seismic isolation: history, application, and performance – A world view. Earthquake Spectra, 6, 161–201.
- CharmpisD.C., KomodromosP., & PhocasM.C. (2012). Optimized earthquake response of multi-storey buildings with seismic isolation at various elevations. Earthquake Engineering and Structural Dynamics, 41, 2289–2310.
- HurtadoJ.E., & BarbatA.H. (2000). Equivalent linearization of the Bouc–Wen hysteretic model. Engineering Structures, 22, 1121–1132.
- IBC (2000). International building code. USA: International Code Council.
- IsmailM., IkhouaneF., & RodellarJ. (2009). The hysteresis Bouc–Wen model, a survey. Archives of Computational Methods in Engineering, 16, 161–188.
- JangidR.S. (2007). Optimum lead-rubber isolation bearings for near-fault motions. Engineering Structure, 29, 2503–2513.
- JangidR.S. (2010). Stochastic response of building frames isolated by lead-rubber bearings. Structural Control Health Monitoring, 17, 1–22.
- JangidR.S., & DattaT.K. (1995). Seismic behaviour of base-isolated buildings: a state-of-the-art review. Proceedings of the Institution of Civil Engineers - Structures and Buildings, 110, 186–203.
- JensenH.A. (2006). Structural optimization of non-linear systems under stochastic excitation. Probabilistic Engineering Mechanics, 21, 397–409.
- KanaiK. (1957). Semi-empirical formula for the seismic characteristics of the ground. Bulletin of Earthquake Research Institute, 35, 309–325.
- KasturiP., & DupontP. (1998). Constrained optimal control of Vibration dampers. Journal of Sound and vibration, 215, 499–509.
- LiH.N., & NiX.L. (2007). Optimization of non-uniformly distributed multiple tuned mass damper. Journal of Sound and Vibration, 308, 80–97.
- LutesL.D., & SarkaniS. (2004). Random vibrations, analysis of structural and mechanical systems. Burlington, MA: Elsevier Butterworth-Heinemann.
- MaranoG.C., & GrecoR. (2003). Efficiency of base isolated systems in structural seismic protection and energetic assessment. Journal of Earthquake Engineering and Structural Dynamics, 32, 1505–1531.
- MaranoG.C., GrecoR., TrentadueF., & ChiaiaB. (2007). Constrained reliability-based optimization of linear tuned mass dampers for seismic control. International Journal of Solids and Structures, 44, 7370–7388.
- MaterazziA.L., & UbertiniyF. (2012). Robust structural control with system constraints. Structural Control and Health Monitoring, 19, 472–490.
- MatsagarV.A., & JangidR.S. (2003). Seismic response of base-isolated structures during impact with adjacent structures. Engineering Structures, 25, 1311–1323.
- MatsagarV.A., & JangidR.S. (2004). Influence of isolator characteristics on the response of base-isolated structures. Engineering Structures, 26, 1735–1749.
- PourzeynaliS., & ZarifM. (2008). Multi-objective optimization of seismically isolated high-rise building structures using genetic algorithms. Journal of Sound and Vibration, 311, 3–5.
- RobertsJ.B., & SpanosP.D. (2003). Random vibrations and statistical linearization. New York: John Wiley.
- ScruggsJ.T., TaflanidisA.A., & BeckJ.L. (2006). Reliability-based control optimization for active base isolation systems. Structural Control and Health Monitoring, 13, 705–723.
- SonY.K., & SavageG.J. (2007). Optimal probabilistic design of the dynamic performance of a vibration absorber. Journal of Sound and Vibration, 307, 20–37.
- SpencerB.F., & NagarajaiahS. (2003). State of the art of structural control. ASCE Journal of Structural Engineering, 129, 845–856.
- SunJ.Q. (2006). Stochastic dynamics and control. Amsterdam: Elsevier.
- SymansM.D., & ConstantinouM.C. (1999). Semi-active control systems for seismic protection of structures: A state-of-the-art review. Engineering Structure, 21, 469–487.
- TaflanidisA.A., & BeckJ.L. (2008). An efficient framework for optimal robust stochastic system design using stochastic simulation. Computer Methods in Applied Mechanics and Engineering, 198, 88–101.
- TajimiH.A. (1960). Statistical method of determining the maximum response of a building structure during an earthquake. In Proceedings of the 2nd world conference on earthquake engineering, Tokyo and Kyoto, Japan (Vol. 11, (pp. 781–798)
- UBC (1997). Uniform building code. Whittier, CA: International Conference of Building Officials (ICBO).
- VillaverdeR. (2009). Fundamental concepts of earthquake engineering. Chicago, IL: CRC Press/Taylor & Francis.
- YaohuaZ., & QizhiL. (2000). A study on the interaction between the primary and secondary structures of combined structures. Journal of Sound and Vibration, 236, 529–545.
- ZhouJ., WenC., & CaiW. (2006). Adaptive control of a base isolated system for protection of building structures. Journal of Vibration and Acoustics, 128, 261.
- ZouX.K., WangQ., LiG., & ChanC.M. (2010). Integrated reliability-based seismic drift design optimization of base-isolated concrete buildings. ASCE Journal of Structural Engineering, 136, 1282–1295.