Performance-based assessment and design of FRP-based high damping rubber bearing incorporated with shape memory alloy wires

Kelly, 1997 Skinner, 1993 Bhuiyan AR. Rheology modeling of laminated rubber bearings. PhD thesis, Saitama University, Japan; 2009. Ghobarah, 1990, Seismic design of base-isolated highway bridges utilizing lead-rubber bearings, Can J Civil Eng, 17, 413, 10.1139/l90-045 Warn, 2004, Performance estimates in seismically isolated bridge sructures, Eng Struct, 26, 1261, 10.1016/j.engstruct.2004.04.006 Bhuiyan, 2009, A rheology model of high damping rubber bearings for seismic analysis: identification of nonlinear viscosity, Int J Solids Struct, 46, 1778, 10.1016/j.ijsolstr.2009.01.005 Dolce, 2000, Implementation and testing of passive control devices based on shape memory alloys, Earth Eng Struct Dyn, 29, 945, 10.1002/1096-9845(200007)29:7<945::AID-EQE958>3.0.CO;2-# Dion, 2012, Real-time dynamic substructuring testing of a bridge equipped with friction-based seismic isolators, J Bridge Eng, 17, 4, 10.1061/(ASCE)BE.1943-5592.0000199 Dion, 2011, Real-time dynamic substructuring testing of viscous seismic protective devices for bridge structures, Eng Struct, 33, 3351, 10.1016/j.engstruct.2011.06.021 Alam, 2007, Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review, Can J Civil Eng, 34, 1075, 10.1139/l07-038 Choi, 2005, A new concept of isolation bearings for highway steel bridges using shape memory alloys, Can J Civil Eng, 32, 957, 10.1139/l05-049 Liu, 2008, The shaking table test of an SMA strands-composite bearing, Earth Eng Eng Vib, 28, 152 Attanasi, 2011, Innovative superelastic isolation device, J Earth Eng, 15, 72, 10.1080/13632469.2011.562406 Attanasi G, Auricchio F, Crosti C, Fenves GL. An innovative isolation bearing with shape memory alloys. In: Proceedings of the 14th world conference on earthquake engineering, Beijing, China; 12–17 October, 2008. Suduo, 2007, Control devices incorporated with shape memory alloy, Earth Eng Eng Vib, 6, 159, 10.1007/s11803-007-0734-2 Hedayati Dezfuli, 2013, Shape memory alloy wire-based smart natural rubber bearing, Smart Mater Struct, 22, 10.1088/0964-1726/22/4/045013 Hedayati Dezfuli, 2013, Multi-criteria optimization and seismic performance assessment of carbon FRP-based elastomeric isolator, Eng Struct, 49, 525, 10.1016/j.engstruct.2012.10.028 Hedayati Dezfuli F, Alam MS. Material modeling of high damping rubber in finite element method. In: Proceedings of 3rd international structural specialty conference, Edmonton, Alberta, Canada; 6–9 June, 2012. Strnadel, 1995, Cyclic stress–strain characteristics of Ti–Ni and Ti–Ni–Cu shape memory alloys, Mater Sci Eng A, 202, 148, 10.1016/0921-5093(95)09801-1 Alam, 2008, Analytical prediction of the seismic behaviour of superelastic shape memory alloy reinforced concrete elements, Eng Struct, 30, 3399, 10.1016/j.engstruct.2008.05.025 Liu, 2003, Mechanical and thermomechanical properties of a Ti50Ni25Cu25 melt spun ribbon, Mater Sci Eng A, 354, 286, 10.1016/S0921-5093(03)00018-2 Zhang, 2009, Seismic performance of benchmark base-isolated bridges with superelastic Cu–Al–Be restraining damping device, Struct Contr Health Monit, 16, 668, 10.1002/stc.327 Tanaka, 2010, Ferrous polycrystalline shape-memory alloy showing huge superelasticity, Science, 327, 1488, 10.1126/science.1183169 Marioni A. The use of high damping rubber bearings for the protection of the structures from seismic risk. Jornadas Portuguesas de Engenharia de Estruturas, Lisbon; 1998. p. 25–8. Ozkaya, 2011, Development of a new rubber seismic isolator: ‘ball rubber bearing (BRB)’, Earth Eng Struct Dyn, 40, 1337, 10.1002/eqe.1091 Naeim, 1999 Yoshida, 2004, Constitutive model of high-damping rubber materials, J Eng Mech, ASCE, 130, 129, 10.1061/(ASCE)0733-9399(2004)130:2(129) 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 Howie I, Karbhari VM. Effect of materials architecture on strengthening efficiency of composite wraps for deteriorating columns in north-east. In: Proceedings of 3rd materials engineering conference, infrastructure: new materials and methods of repair; 1994. p. 199–206. ANSYS Mechanical APDL. Release 14.0, ANSYS Ltd.; 2012. Ibrahim YE. A new visco-plastic device for seismic protection of structures. PhD thesis, Virginia Polytechnic Institute and State University, Virginia; 2005. Dall’Asta, 2006, Experimental tests and analytical model of high damping rubber dissipating devices, Eng Struct, 28, 1874, 10.1016/j.engstruct.2006.03.025 Auricchio, 2001, A robust integration-algorithm for a finite-strain shape-memory-alloy, Int J Plast, 17, 971, 10.1016/S0749-6419(00)00050-4 SeismoStruct. SeismoStruct help file. <http://www.seismsoft.com> 2012. Ghobarah, 1988, Seismic performance of highway bridges, Eng Struct, 10, 157, 10.1016/0141-0296(88)90002-8 Mander, 1988, Theoretical stress–strain model for confined concrete, ASCE J Struct Eng, 114, 1804, 10.1061/(ASCE)0733-9445(1988)114:8(1804) Alam, 2012, Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones, Bull Earth Eng, 10, 1885, 10.1007/s10518-012-9381-8