3D Numerical simulations of elastomeric bearings for bridges

Buckle IG, Liu H (1993) Stability of elastomeric seismic isolation systems. Proc., Seminar on Seismic Isolation, Passive Energy Dissipation and Control, Applied Technology Council, Redwood City, CA, pp 293–305 Buckle IG, Liu H (1994) Critical loads of elastomeric isolators at high shear strain. Proc., 3rd US–Japan Workshop on Earthquake Protective Systems for Bridges, National Center for Earthquake Engineering Research, Buffalo, NY Buckle I, Nagarajaiah S, Ferrell K (2002) Stability of elastomeric isolation bearings: experimental study. J Struct Eng. doi:10.1061/(ASCE)0733-9445(2002)128:1(3),3-11 Civil Engineering Research Foundation (CERF) (1998) Evaluation findings for Scougal Rubber Corporation high damping rubber bearings. Rep. No. HITEC 98-11 40373, Washington, DC Civil Engineering Research Foundation (CERF) (1998) Evaluation findings for Skellerup base isolation elastomeric bearings. Rep. No. HITEC 98-11 40376, Washington, DC Civil Engineering Research Foundation (CERF) (1998) Evaluation findings for Tekton, Inc., steel rubber bearings. Rep. No. HITEC 98-10 40365, Washington, DC Civil Engineering Research Foundation (CERF) (1999) Summary of evaluation findings for the testing of seismic isolation and energy dissipating devices. Rep. No. 40404, Washington, DC Dorfmann A, Burtscher SL (2000) Aspects of cavitation damage in seismic bearings. J Struct Eng 126(5):573–579 Dorfmann A, Fuller KNG, Ogden RW (2002) Shear, compressive and dilatational response of rubberlike solids subject to cavitation damage. Int J Solids Struct 39(2002):1845–1861 Forcellini D (2016) Cost Assessment of isolation technique applied to a benchmark bridge with soil structure interaction. Bull Earthq Eng. doi:10.1007/s10518-016-9953-0 Forcellini D, Gobbi S (2015) Soil Structure interaction assessment with advanced numerical simulations. Proceedings of computational methods in structural dynamics and earthquake engineering conference (COMPDYN), Crete Island, Greece, 25–27 May 2015 Forcellini D, Kelly JM (2014) Analysis of the large deformation stability of elastomeric bearings. J Eng Mech 140(6):04014036 Kelly JM, Takhirov SM (2007) Tension buckling in multi-layer elastomeric isolation bearings. J Mech Mater Struct 2(8):1591–1606 Kumar M, Whittaker AS, Constatinou MC (2015) Experimental investigation of cavitation in elastomeric seismic isolation bearings. Eng Struct 101(2015):290–305 Han X, Kelleher CA, Warn G, Wagener T (2013) Identification of the controlling mechanism for predicting critical loads in elastomeric bearings. J Struct Eng. doi:10.1061/(ASCE)ST.1943-541X.0000811,04013016,2013 Han X, Warn G, Kasalanati A (2013) Dynamic stability testing of isolation systems composed of elastomeric bearings and implications for design. Proc., Structures Congress 2013, ASCE, Reston, VA, pp 2140–2150 Kelly JM (1997) Earthquake-resistant design with rubber. Springer-Verlag, London Lu J, Elgamal A, Yang Z (2011) OpenSeesPL: 3D Lateral pile-ground interaction. User Manual, Beta 1.0. http://soilquake.net/openseespl. Accessed 17 Nov 2016 Makris N, Zhang J (2004) Seismic response analysis of a highway overcrossing equipped with elastomeric bearings and fluid dampers. J Struct Eng 130(6):830–845 Mazzoni S, McKenna F, Scott M H, Fenves GL (2009) Open system for earthquake engineering simulation, user command-language manual. Pacific Earthquake Engineering Research Center, University of California, Berkeley, OpenSees version 2.0. http://opensees.berkeley.edu/OpenSees/manuals/usermanual. Accessed 17 Nov 2016 Morgan TA, Mahin SA (2011). The use of base isolation systems to achieve complex seismic performance objectives. Report No. 2011/06, University of California Berkeley, Pacific Earthquake Engineering Research Center, Berkeley, CA Nagarajaiah S, Ferrell K (1999) Stability of elastomeric seismic isolation bearings. J Struct Eng. doi:10.1061/(ASCE)0733-9445(1999)125:9(946),946-954 Prevost JH (1985) A simple plasticity theory for frictional cohesionless soils. J Soil Dyn Earthq Eng 4(1):9–17 Sanchez J, Masroor A (2013) Mosqueda G and Ryan K “Static and dynamic stability of elastomeric bearings for seismic protection of structures”. J Struct Eng. doi:10.1061/(ASCE)ST.1943-541X.0000660,1149-1159 Simo JC, Kelly JM (1984) Finite element analysis of the stability of multilayer elastomeric bearings. Eng Struct 6(3):162–174 Tongaonkar NP, Jangid RS (2003) Seismic response of isolated bridges with soil-structure interaction. Soil Dyn Earthq Eng 23(4):287–302 Ucak A, Tsopelas P (2008) Effect of soil-structure interaction on seismic isolated bridges. J Struct Eng 134(7):1154–1164 Vlassis AG, Spyrakos CC (2001) Seismically isolated bridge piers on shallow soil stratum with soil-structure interaction. Comput Struct 79(32):2847–2861 Warn G, Weisman J (2011) Parametric finite element investigation of the critical load capacity of elastomeric strip bearings. Eng Struct 33(12):3509–3515 Warn GP, Whittaker AS (2006) Property modification factors for seismically isolated bridges. J. Bridge Eng. doi:10.1061/(ASCE)1084-0702(2006)11:3(371),371-377 Warn G, Whittaker A, Constantinou M (2007) Vertical stiffness of elastomeric and lead–rubber seismic isolation bearings. J Struct Eng. doi:10.1061/(ASCE)0733-9445(2007)133:9(1227),1227-1236 Weisman J, Warn G (2012) Stability of elastomeric and lead rubber seismic isolation bearings. J Struct Eng. doi:10.1061/(ASCE)ST.1943-541X.0000459,215-223 Yang Z, Elgamal A, Parra E (2003) Computational model for cyclic mobility and associated shear deformation. J Geotech Geoenviron Eng 129:1119–1127