Evaluation of equivalent linearization analysis methods for seismically isolated buildings characterized by SDOF systems
Tài liệu tham khảo
Marano, 2003, Efficiency of base isolation systems in structural seismic protection and energetic assessment, J Earthq Eng Struct Dyn, 32, 1505, 10.1002/eqe.286
Thakare, 2011, Comparative study of fixed base and base isolated building using seismic analysis, Int J Earth Sci Eng, 4, 520
Gomase, 2011, Performance of non-linear elastomeric base-isolated building structure, Int J Civ Struct Eng, 2, 280
Islam, 2012, Non-linear time domain analysis of base isolated multi-storey building under site specific bi-directional seismic loading, J Autom Constr, 22, 554, 10.1016/j.autcon.2011.11.017
Wen, 1976, Method of random vibration of hysteretic systems, J Eng Mech Div, 102, 249, 10.1061/JMCEA3.0002106
Hwang, 2002, A mathematical hysteretic model for elastomeric isolation bearings, J Earthq Eng Struct Dyn, 31, 771, 10.1002/eqe.120
Bhuiyan, 2009, A rheology model of high damping rubber bearings for seismic analysis: identification of nonlinear viscosity, J Solids Struct, 46, 1778, 10.1016/j.ijsolstr.2009.01.005
Amin, 2002, An improved hyperelasticity relation in modeling viscoelasticity response of natural and high damping rubbers in compression: experiments, parameter identification and numerical verification, J Mech Mater, 34, 75, 10.1016/S0167-6636(01)00102-8
Amin, 2006, Nonlinear dependence of viscosity in modeling the rate-dependent response of natural and high damping rubbers in compression and shear: experimental identification and numerical verification, Int J Plast, 22, 1610, 10.1016/j.ijplas.2005.09.005
Guyader, 2006, Determining equivalent linear parameters for use in a capacity spectrum method of analysis, J Struct Eng, 132, 59, 10.1061/(ASCE)0733-9445(2006)132:1(59)
Lin, 2009, Evaluation of equivalent linear methods for estimating target displacements of existing structures, J Eng Struct, 31, 3080, 10.1016/j.engstruct.2009.08.009
Iwan, 1979, The effective period and damping of a class of hysteretic structures, J Earthq Eng Struct Dyn, 7, 199, 10.1002/eqe.4290070302
Hwang, 1996, Evaluation of equivalent linear analysis methods of bridge isolation, J Struct Eng, 122, 972, 10.1061/(ASCE)0733-9445(1996)122:8(972)
Franchin, 2001, On the accuracy methods for the analysis of isolated bridges, J Earthq Eng Struct Dyn, 30, 363, 10.1002/eqe.12
Miranda, 2002, Evaluation of approximate methods to estimate maximum inelastic displacement demands, J Earthq Eng Struct Dyn, 31, 539, 10.1002/eqe.143
Dicleli, 2007, Comprehensive evaluation of equivalent linear analysis method for seismic-isolated structures represented by sdof systems, J Eng Struct, 29, 1653, 10.1016/j.engstruct.2006.09.013
Mavronicola, 2011, Assessing the suitability of equivalent linear elastic analysis of seismically isolated multi-storey buildings, J Comput Struct, 89, 1920, 10.1016/j.compstruc.2011.05.010
Rosenblueth, 1964, On a kind of hysteretic damping, J Eng Mech Div, 90, 37, 10.1061/JMCEA3.0000510
AASHTO. Guide Specifications for Seismic Isolation Design. American Association of State Highway and Transportation Officials, 444 North Capitol Street, N.W. Suite 249, Washington, DC; 2002.
Eurocode 8. Design provisions for earthquake resistance of structures. Part 1: General rules, seismic actions and rules for buildings. BS EN 1998-1, Brussels; 2004.
NTC (Nuove Norme Tecniche per le Costruzioni). Chapter 7.10: COSTRUZIONI E PONTI CON ISOLAMENTO E/O DISSIPAZIONE (in Italian). Roma: Gazzetta Ufficiale della Repubblica Italiana, No. 29 del 4 febbraio 2008-S.O. n. 30; 2008. p. 471–90.
Jacobsen, 1930, Steady forced vibrations as influenced by damping, ASME Trans, 52, 169
Gulkan, 1974, Inelastic responses of reinforced concrete structure to earthquake motions, ACI J. Proc, 71, 604
Takeda, 1970, Reinforced concrete response to simulated earthquakes, J Struct Div, 96, 2557, 10.1061/JSDEAG.0002765
Manual for menshin design of highway bridges, 1992
Kowalsky MJ. Displacement based design: a methodology for seismic design applied to RC bridge columns. Master’s thesis. San Diego (CA): University of California; 1994.
Jara, 2006, A direct displacement-based method for the seismic design of design of bridges on bilinear isolation devices, J Eng Struct, 28, 869, 10.1016/j.engstruct.2005.10.016
Jara, 2012, Improved procedure for equivalent linearization of bridges supported on hysteretic isolators, J Eng Struct, 35, 99, 10.1016/j.engstruct.2011.10.028
Iwan, 1979, Estimating earthquake response of simple hysteretic structures, J Eng Mech Div, 105, 391, 10.1061/JMCEA3.0002481
Iwan, 1980, Estimating inelastic response spectra from elastic spectra, J Earthq Eng Struct Dyn, 8, 375, 10.1002/eqe.4290080407
Hwang, 1993, Effective stiffness and equivalent damping of base isolated bridges, J. Struct. Eng., 119, 3094, 10.1061/(ASCE)0733-9445(1993)119:10(3094)
Hwang, 1996, An equivalent linear model of lead-rubber seismic isolation bearings, J Eng Struct, 18, 528, 10.1016/0141-0296(95)00132-8
Ou, 1998, Aseismic design methods of passive energy dissipation systems, J Earthq Eng Eng Vib, 18, 98
Kwan, 2003, Influence of hysteretic behavior on equivalent period and damping of structural systems, J. Struct. Eng., 129, 576, 10.1061/(ASCE)0733-9445(2003)129:5(576)
Guyader AC, Iwan WD. An improved capacity spectrum method employing statistically optimized linearization parameters. In: Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada. 2004.
Federal Emergency Management Agency (FEMA). Improvement of inelastic seismic analysis procedures. Report FEMA-440. Washington (DC, USA); 2005.
Pacific Earthquake Engineering Research Center (PEER): Ground Motion Database; 2010 Beta Version. http://www.peer.berkeley.edu/peer_ground_motion_database.
Tena-Colunga, 2006, Dynamic torsional amplifications of base-isolated structures with an eccentric isolation system, J Eng Struct, 28, 72, 10.1016/j.engstruct.2005.07.003
Mazzoni, 2007
Newmark, 1959, A method of computation for structural dynamics, J Eng Mech, ASCE, 85, 67
