References
- Alhan, C. and Gavin, H.P. (2005), "Reliability of base isolation for the protection of critical equipment from earthquake hazards", Eng. Struct., 27(9), 1435-1449. https://doi.org/10.1016/j.engstruct.2005.04.007
- Alhan, C., Gavin, H.P. and Aldemir, U. (2006), "Optimal control: Basis for performance comparison of passive and semiactive isolation systems", J. Eng. Mech.- ASCE, 132(7), 705-713. https://doi.org/10.1061/(ASCE)0733-9399(2006)132:7(705)
- Alhan, C. and Oncu-Davas, S. (2016), "Performance limits of seismically isolated buildings under near-field earthquakes", Eng. Struct., 116, 83-94. https://doi.org/10.1016/j.engstruct.2016.02.043
- Alhan, C. and Sahin, F. (2011), "Protecting vibration-sensitive contents: an investigation of floor accelerations in seismically isolated buildings", B Earthq. Eng., 9(4), 1203-1226. https://doi.org/10.1007/s10518-010-9236-0
- Aly, A.M. (2014), "Proposed robust tuned mass damper for response mitigation in buildings exposed to multidirectional wind", Struct. Des. Tall Spec., 23(9), 664-691. https://doi.org/10.1002/tal.1068
- Aly, A.M. and Christenson, R.E. (2008), "On the evaluation of the efficacy of a smart damper: a new equivalent energy-based probabilistic approach", Smart Mater. Struct., 17(4), 045008. https://doi.org/10.1088/0964-1726/17/4/045008
- Ayyub, B.M. and Klir, G.J. (2006), Uncertainty modeling and analysis in engineering and the sciences, Chapman and Hall/CRC
- Bakhshi, A. and Mostafavi, S. (2014), "Development of fragility curves for base isolated RC structures", Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014.
- Castaldo, P., Amendola, G. and Palazzo, B. (2017), "Seismic fragility and reliability of structures isolated by friction pendulum devices: seismic reliability-based design (SRBD)", Earthq. Eng. Struct. D., 46(3), 425-446. https://doi.org/10.1002/eqe.2798
- Chakraborty, S. and Debbarma, R. (2016), "Robust optimum design of tuned liquid column damper in seismic vibration control of structures under uncertain bounded system parameters", Struct. Infrastruct. E., 12(5), 592-602. https://doi.org/10.1080/15732479.2015.1031142
- Chase, J.G., Barroso, L.R. and Hunt, S. (2004), "The impact of total acceleration control for semi-active earthquake hazard mitigation", Eng. Struct., 26(2), 201-209. https://doi.org/10.1016/j.engstruct.2003.09.008
- Chaudhuri, A. and Chakraborty, S. (2006), "Reliability of linear structures with parameter uncertainty under non-stationary earthquake", Struct. Saf., 28(3), 231-246. https://doi.org/10.1016/j.strusafe.2005.07.001
- Cheng, F.Y., Jiang, H. and Lou, K. (2008), Smart structures: innovative systems for seismic response control, CRC Press
- Colombo, J.I. and Almazan, J.L. (2015), "Seismic reliability of continuously supported steel wine storage tanks retrofitted with energy dissipation devices", Eng. Struct., 98, 201-211. https://doi.org/10.1016/j.engstruct.2015.04.037
- Cox, K.E. and Ashford, S.A. (2002), Characterization for Large Velocity Pulses for Laboratory Testing, Pacific Earthquake Engineering Research Center
- Der Kiureghian, A. (2000), "The geometry of random vibrations and solutions by FORM and SORM", Probabilist. Eng. Mech., 15(1), 81-90. https://doi.org/10.1016/S0266-8920(99)00011-9
- Dicleli, M. and Buddaram, S. (2007), "Equivalent linear analysis of seismic-isolated bridges subjected to near-fault ground motions with forward rupture directivity effect", Eng. Struct., 29(1), 21-32. https://doi.org/10.1016/j.engstruct.2006.04.004
- Fallah, A.Y. and Taghikhany, T. (2014), "Robust semi-active control for uncertain structures and smart dampers", Smart Mater. Struct., 23(9), 095040. https://doi.org/10.1088/0964-1726/23/9/095040
- FEMA-NIBS (2003), Multi-Hazard Loss Estimation Methodology, %J Earthquake Model, HAZUS(R) MH Technical Manual, National Institute of Building Sciences Federal Emergency Management Agency, Washington, DC.
- Ferritto, J.M. (1984), "Economics of seismic design for new buildings", J. Struct. Eng.- ASCE, 110(12), 2925-2938. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:12(2925)
- Gavin, H. and Alhan, C. (2002), "Inter-story drift amplification and damping in passive isolation systems", Proceedings of the 7th U.S. National Conference on Earthquake Engineering.
- Alhan, C. and Gavin, H. (2004). "A parametric study of linear and non-linear passively damped seismic isolation systems for buildings", Engineering structures, 26(4), 485-497. https://doi.org/10.1016/j.engstruct.2003.11.004
- Gavin, H., Alhan, C. and Oka, N. (2003), "Fault tolerance of semiactive seismic isolation", J. Struct. Eng. - ASCE, 129(7), 922-932. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:7(922)
- Gavin, H.P. and Zaicenco, A. (2007), "Performance and reliability of semi-active equipment isolation", J. Sound Vib., 306(1-2), 74-90. https://doi.org/10.1016/j.jsv.2007.05.039
- Gazi, H. and Alhan, C. (2018), "Probabilistic sensitivity of baseisolated buildings to uncertainties", Smart Struct. Syst., 22(4), 441-457. https://doi.org/10.12989/sss.2018.22.4.441
- Haldar, A. and Mahadevan, S. (2000), Probability, reliability, and statistical methods in engineering design, Wiley New York
- Jangid, R.J.E.S. (2007), "Optimum lead-rubber isolation bearings for near-fault motions", Eng. Struct., 29(10), 2503-2513. https://doi.org/10.1016/j.engstruct.2006.12.010
- Johnson, E.A., Ramallo, J.C., Spencer Jr, B.F. and Sain, M.K. (1998), "Intelligent base isolation systems", Proceedings of the Second World Conference on Structural Control.
- Karavasilis, T.L. and Seo, C.Y. (2011), "Seismic structural and non-structural performance evaluation of highly damped selfcentering and conventional systems", Eng. Struct, 33(8), 2248-2258. https://doi.org/10.1016/j.engstruct.2011.04.001
- Karnopp, D., Crosby, M.J. and Harwood, R. (1974), "Vibration control using semi-active force generators", J. Eng. Industry, 96(2), 619-626. https://doi.org/10.1115/1.3438373
- Kulkarni, J.A. and Jangid, R.S. (2003), "Effects of superstructure flexibility on the response of base-isolated structures", Shock Vib., 10(1), 1-13. https://doi.org/10.1155/2003/368693
- Madden, G.J., Wongprasert, N. and Symans, M.D. (2003), "Analytical and numerical study of a smart sliding base isolation system for seismic protection of buildings", Comput.-Aided Civ. Inf., 18(1), 19-30. https://doi.org/10.1111/1467-8667.00296
- Masaeli, H., Khoshnoudian, F. and Tehrani, M.H. (2014), "Rocking isolation of nonductile moderately tall buildings subjected to bidirectional near-fault ground motions", Eng. Struct., 80, 298-315. https://doi.org/10.1016/j.engstruct.2014.08.053
- Nagarajaiah, S., Reinhorn, A.M. and Constantinou, M.C. (1991), "3D-BASIS-nonlinear dynamic analysis of three-dimensional base isolated structures: Part II".
- Oncu-Davas, S. (2018), Probabilistic Behavior of Buildings with Semi-active Seismic Isolation Systems under Earthquake Loads, Istanbul University, PhD Dissertation.
- Oncu-Davas, S. and Alhan, C. (2019), "Reliability of semi-active seismic isolation under near-fault earthquakes", Mech. Syst. Signal Pr., 114, 146-164. https://doi.org/10.1016/j.ymssp.2018.04.045
- Padmanabhan, D., Agarwal, H., Renaud, J.E. and Batill, S.M. (2006), "A study using Monte Carlo simulation for failure probability calculation in reliability-based optimization", Optim. Eng., 7(3), 297-316. https://doi.org/10.1007/s11081-006-9973-8
- Pan, P., Zamfirescu, D., Nakashima, M., Nakayasu, 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
- Papaioannou, I., Breitung, K. and Straub, D. (2013). "Reliability sensitivity analysis with Monte Carlo methods", ICOSSAR 2013.
- PEER (2017), Pacific Earthquake Engineering Research Center, University of California, Berkeley Berkeley, CA
- Perotti, F., Domaneschi, M. and De Grandis, S. (2013), "The numerical computation of seismic fragility of base-isolated Nuclear Power Plants buildings", Nucl. Eng. Des., 262, 189-200. https://doi.org/10.1016/j.nucengdes.2013.04.029
- Pradlwarter, H.J., Schueller, G.I. and Dorka, U. (1998), "Reliability of MDOF-systems with hysteretic devices", Eng. Struct., 20(8), 685-691. https://doi.org/10.1016/S0141-0296(97)00105-3
- Providakis, C.P. (2008), "Effect of LRB isolators and supplemental viscous dampers on seismic isolated buildings under near-fault excitations", Eng. Struct., 30(5), 1187-1198. https://doi.org/10.1016/j.engstruct.2007.07.020
- Providakis, C.P. (2009), "Effect of supplemental damping on LRB and FPS seismic isolators under near-fault ground motions", Soil Dynam. Earthq. Eng., 29(1), 80-90. https://doi.org/10.1016/j.soildyn.2008.01.012
- Roy, B.K., Chakraborty, S. and Mihsra, S.K. (2014), "Robust optimum design of base isolation system in seismic vibration control of structures under uncertain bounded system parameters", J. Vib. Control, 20(5), 786-800. https://doi.org/10.1177/1077546312466577
- Saaed, T.E., Nikolakopoulos, G., Jonasson, J.E. and Hedlund, H. (2015), "A state-of-the-art review of structural control systems", J Vib Control, 21(5), 919-937. https://doi.org/10.1177/1077546313478294
- Saha, S.K., Matsagar, V. and Chakraborty, S. (2016), "Uncertainty quantification and seismic fragility of base-isolated liquid storage tanks using response surface models", Probabilist. Eng. Mech., 43, 20-35. https://doi.org/10.1016/j.probengmech.2015.10.008
- Shenton III, H.W. and Holloway, E.S. (2000), "Effect of stiffness variability on the response of isolated structures", Earthq. Eng. Struct. D., 29(1), 19-36. https://doi.org/10.1002/(SICI)1096-9845(200001)29:1<19::AID-EQE893>3.0.CO;2-9
- Sinha, K.C., Labi, S. and Bai, Q. (2013), "Uncertainties in Transportation Infrastructure Development and Management", Proceedings of the International Symposium on Engineering under Uncertainty: Safety Assessment and Management (ISEUSAM-2012).
- Symans, M.D., Madden, G.J. and Wongprasert, N. (2000), "Experimental study of an adaptive base isolation system for buildings", Proceedings of the 12th World Conf. on Earthquake Eng., 12WCEE.
- Tajammolian, H., Khoshnoudian, F., Rad, A.R. and Loghman, V. (2018), "Seismic fragility assessment of asymmetric structures supported on TCFP bearings subjected to near-field earthquakes", Structures.
- UBC (1997), Uniform Building Code, UBC-97.p
- Worksafe (2011), Worksafe Technologies, ISO-Base Seismic Isolation Platform, http://www.worksafetech.com/pages/isotest.html.
- YeganehFallah, A. and Attari, N.K.A. (2017), "Robust control of seismically excited cable stayed bridges with MR dampers", Smart Mater. Struct., 26(3), 035056. https://doi.org/10.1088/1361-665X/aa5bd4
- YeganehFallah, A. and Taghikhany, T. (2014), "Robust semi-active control for uncertain structures and smart dampers", Smart Mater. Struct., 23(9), 095040. https://doi.org/10.1088/0964-1726/23/9/095040
Cited by
- Steel hysteretic column dampers for seismic retrofit of soft-first-story structures vol.37, pp.3, 2019, https://doi.org/10.12989/scs.2020.37.3.259
- Experimental study on steel hysteretic column dampers for seismic retrofit of structures vol.40, pp.4, 2019, https://doi.org/10.12989/scs.2021.40.4.495