A new performance index of LQR for combination of passive base isolation and active structural control

Kelly, 1997 Forcellini, 2014, Analysis of the large deformation stability of elastomeric bearings, J Eng Mech, 140, 1, 10.1061/(ASCE)EM.1943-7889.0000729 The Japan Society of seismic isolation, recent trends in seismic isolation buildings <http://www.jssi.or.jp/menshin/doc/keizoku2.pdf> [in Japanese]. Foti, 2013, On the dynamic response of rolling base isolation systems, Struct Control Health Monitor, 20, 639, 10.1002/stc.1538 Menga, 2017, Viscoelastic frictional properties of rubber-layer roller bearings (RLRB) seismic isolators, Meccanica, 52, 2807, 10.1007/s11012-016-0612-y Foti, 2013, Dynamic behavior of new aluminum-steel energy dissipating devices, Struct Control Health Monitor, 20, 1106, 10.1002/stc.1557 Foti, 2010, Optimal design of a new seismic passive protection device made in aluminium and steel, Int J Struct Eng Mech, 35, 119, 10.12989/sem.2010.35.1.119 Foti, 1998, Numerical efficiency assessment of energy dissipators for seismic protection of buildings, Earthq Eng Struct Dyn, 27, 543, 10.1002/(SICI)1096-9845(199806)27:6<543::AID-EQE733>3.0.CO;2-9 Korkmaz, 2011, A review of active structural control: challenges for engineering informatics, Comput Struct, 89, 2113, 10.1016/j.compstruc.2011.07.010 Casciati F, Rodellar J, Yildirim U. Active and semi-active control of structures – theory and applications: a review of recent advances; 2012. p. 1–15. Loh, 1999, Experimental verification of building control using active bracing system, Earthq Eng Struct Dyn, 28, 1099, 10.1002/(SICI)1096-9845(199910)28:10<1099::AID-EQE857>3.0.CO;2-# Preumont, 2008 Miyamoto, 2016, Equivalent-input-disturbance approach to active structural control for seismically excited buildings, Eng Struct, 125, 392, 10.1016/j.engstruct.2016.07.028 Ng, 2007, Semi-active control of a building complex with variable friction dampers, Eng Struct, 29, 1209, 10.1016/j.engstruct.2006.08.007 Yanik, 2014, A new active control performance index for vibration control of three-dimensional structures, Eng Struct, 62–63, 53, 10.1016/j.engstruct.2014.01.009 Aldemir, 2012, Control of structural response under earthquake excitation, Comput-Aid Civil Infrastruct Eng, 27, 620, 10.1111/j.1467-8667.2012.00776.x Lynch, 2007, Implementation of a closed-loop structural control system using wireless sensor networks, Struct Control Health Monitor, 15, 518, 10.1002/stc.214 Miura, 2014, Design method of a quadratic cost function for vibration control to maintain functions of a building during an earthquake, J Struct Constr Eng, 78, 923, 10.3130/aijs.78.923 Sadek, 1998, Semiactive control algorithms for structures with variable dampers, J Eng Mech, 134, 981, 10.1061/(ASCE)0733-9399(1998)124:9(981) She, 2014, LQR control with frequency-dependent scheduled gain for a semi-active floor isolation system, Earthq Eng Struct Dyn, 43, 1256 Fujii, 2013, Performance evaluation of semi-active optimal control system by MR damper, J Struct Constr Eng, 689, 1237, 10.3130/aijs.78.1237 Sato, 2009, Influence of frequency sensitivity of viscoelastic damper on wind-induced response, J Struct Constr Eng, 635, 75, 10.3130/aijs.74.75 Levine, 2010 Tanaka, 2011, Development and analysis of database for base-isolated building in Japan, J Technol Des, 17, 79 Li, 2006, A design approach for semi-active and smart base-isolated buildings, Struct Control Health Monitor, 13, 660, 10.1002/stc.104 Matsuda, 2014, Study on dynamic behavior of high-rise base-isolated building based on its responses recorded during the 2011 Tohoku-oki earthquake, J Struct Constr Eng, 704, 1445, 10.3130/aijs.79.1445 Zhou, 1997 William LS. The control handbook. CRC Press; 1995. Gawronski, 2004