Inerter-added transmissibility to control base displacement in isolated structures
•An original expression for inerter-isolation relative transmissibility is derived and presented.•This transmissibility is applied to the solution of the large base displacement problem.•The Method can be the basis of a design procedure for isolation systems that include an inerter.•Moreover, anothe...
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          | Published in | Engineering structures Vol. 251; p. 113564 | 
|---|---|
| Main Author | |
| Format | Journal Article | 
| Language | English | 
| Published | 
        Kidlington
          Elsevier Ltd
    
        15.01.2022
     Elsevier BV  | 
| Subjects | |
| Online Access | Get full text | 
| ISSN | 0141-0296 1873-7323  | 
| DOI | 10.1016/j.engstruct.2021.113564 | 
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| Abstract | •An original expression for inerter-isolation relative transmissibility is derived and presented.•This transmissibility is applied to the solution of the large base displacement problem.•The Method can be the basis of a design procedure for isolation systems that include an inerter.•Moreover, another novelty is the application of new seismic ground displacement narrowbandness.•These passive-control results are quite favorable even when comparisons are made with active-control solutions.
A solution to the large base displacement problem in isolated structures under seismic loads is proposed; it is based on a displacement transmissibility formulation that includes the inerter device. The solution is also based on a novel spectral characterization of ground displacement; it should be clear that if the problem is displacement, the focus must be on displacements, both, as the excitation: ground displacement (rather than acceleration which is the norm) and as isolator displacement, through a transmissibility that relates both input and output displacements, all of which is a new approach. The proposal can serve as a passive-control design procedure, either under near-field or far-field conditions, when an inerter at the base level is chosen to solve the large isolator displacement problem. An isolated structural model commonly used in the subject literature is employed to show that the base displacement level can be reduced to under the ground displacement level, which implies a positive comparison with previous passive and active control solutions, including inerter solutions; in fact, the design aim is a competitive 0.95 ratio for both displacements. | 
    
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| AbstractList | A solution to the large base displacement problem in isolated structures under seismic loads is proposed; it is based on a displacement transmissibility formulation that includes the inerter device. The solution is also based on a novel spectral characterization of ground displacement; it should be clear that if the problem is displacement, the focus must be on displacements, both, as the excitation: ground displacement (rather than acceleration which is the norm) and as isolator displacement, through a transmissibility that relates both input and output displacements, all of which is a new approach. The proposal can serve as a passive-control design procedure, either under near-field or far-field conditions, when an inerter at the base level is chosen to solve the large isolator displacement problem. An isolated structural model commonly used in the subject literature is employed to show that the base displacement level can be reduced to under the ground displacement level, which implies a positive comparison with previous passive and active control solutions, including inerter solutions; in fact, the design aim is a competitive 0.95 ratio for both displacements. •An original expression for inerter-isolation relative transmissibility is derived and presented.•This transmissibility is applied to the solution of the large base displacement problem.•The Method can be the basis of a design procedure for isolation systems that include an inerter.•Moreover, another novelty is the application of new seismic ground displacement narrowbandness.•These passive-control results are quite favorable even when comparisons are made with active-control solutions. A solution to the large base displacement problem in isolated structures under seismic loads is proposed; it is based on a displacement transmissibility formulation that includes the inerter device. The solution is also based on a novel spectral characterization of ground displacement; it should be clear that if the problem is displacement, the focus must be on displacements, both, as the excitation: ground displacement (rather than acceleration which is the norm) and as isolator displacement, through a transmissibility that relates both input and output displacements, all of which is a new approach. The proposal can serve as a passive-control design procedure, either under near-field or far-field conditions, when an inerter at the base level is chosen to solve the large isolator displacement problem. An isolated structural model commonly used in the subject literature is employed to show that the base displacement level can be reduced to under the ground displacement level, which implies a positive comparison with previous passive and active control solutions, including inerter solutions; in fact, the design aim is a competitive 0.95 ratio for both displacements.  | 
    
| ArticleNumber | 113564 | 
    
| Author | Morales, Cesar A. | 
    
| Author_xml | – sequence: 1 givenname: Cesar A. surname: Morales fullname: Morales, Cesar A. email: cesar.moralesv@upc.pe organization: Facultad de Ingeniería, Universidad Peruana de Ciencias Aplicadas, Lima, Perú  | 
    
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| Cites_doi | 10.1016/j.nucengdes.2017.12.021 10.1016/j.jsv.2015.02.041 10.1002/(SICI)1099-1794(199612)5:4<265::AID-TAL77>3.0.CO;2-X 10.1002/stc.2409 10.1016/j.engstruct.2019.05.091 10.1193/1.1585828 10.1109/TPWRD.2009.2033971 10.1002/eqe.3011 10.1061/(ASCE)0733-9399(1997)123:10(1090) 10.1016/j.engstruct.2008.05.027 10.1016/j.engstruct.2021.112655 10.1002/eqe.31 10.1126/science.267.5195.206 10.1109/TAC.2002.803532 10.1088/1742-6596/744/1/012234 10.1080/00423110412331289871 10.1002/stc.4300040105 10.1016/j.engstruct.2006.12.010 10.1002/eqe.2390 10.1177/1077546306063254 10.5459/bnzsee.48.2.100-117 10.21595/jve.2019.20554 10.1016/j.engstruct.2016.02.043 10.1080/13632460802632302 10.21595/jve.2020.21682 10.20965/jdr.2008.p0479 10.1002/stc.1906 10.1002/(SICI)1096-9845(200001)29:1<85::AID-EQE902>3.0.CO;2-N 10.1061/(ASCE)0733-9445(2000)126:10(1177) 10.1002/eqe.2771 10.1016/j.ymssp.2018.04.045 10.1002/stc.419 10.1002/eqe.2747 10.1002/stc.1556 10.1007/978-3-319-21314-9 10.1016/j.engstruct.2019.109464 10.1155/2018/6019495 10.1002/(SICI)1096-9845(199901)28:1<3::AID-EQE801>3.0.CO;2-D 10.1016/j.soildyn.2019.105722 10.1016/S0141-0296(03)00084-1 10.12989/sem.2010.34.5.663 10.1002/stc.2032 10.1002/eqe.3165  | 
    
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| References | Ye, Shu, Hu, Zhu (b0095) 2019; 48 Vu, Politopoulos, Diop (b0105) 2018; 25 Mazza, Vulcano (b0135) 2009; 13 Zelleke, Elias, Matsagar, Jain (b0145) 2015; 48 Kelly (b0030) 1999; 28 Alhan, Öncü-Davas (b0225) 2016; 116 Jangid (b0060) 2007; 29 Palazzo, Petti, de Ligio (b0150) 1997; 4 De Domenico, Ricciardi (b0045) 2018; 47 Meirovitch, Stemple (b0100) 1997; 123 Miyazaki (b0205) 2008; 3 Yang (b0160) 2016; 744 Ala Saadeghvaziri, Feizi, Kempner, Alston (b0120) 2010; 25 Nagarajaiah, Xiaohong (b0020) 2000; 126 Morales (b0130) 2010; 34 Makris, Chang (b0190) 2000; 29 Sarebanha, Mosqueda, Kim, Kim (b0125) 2018; 328 Taniguchi, Der Kiureghian, Melkumyan (b0040) 2008; 30 Harris, Piersol (b0155) 2002 Morales CA. Complete results for free and forced vibrations of inerter-added one-degree-of-freedom systems, Journal of Vibroengineering 2019;21,1564-1573. Qian, Luo, Sun, Tai, Zuo (b0245) 2019; 198 Saitoh (b0070) 2012; 19 Pozo, Ikhouane, Pujol, Rodellar (b0210) 2006; 12 Morales CA. Transmissibility concept to control base motion in isolated structures. Engineering Structures 2003; 25:1325-1331. De Luca, Guidi (b0200) 2019; 125 Barbat, Rodellar, Ryan, Molinares (b0035) 1995; 121 Naeim, Kelly (b0010) 1999 Zargar, Ryan, Rawlinson, Marshall (b0050) 2017; 46 Asher, Young, Ewing (b0140) 1996; 5 Li, Liang (b0255) 2019; 26 Öncü-Davas, Alhan (b0115) 2019; 114 Smith (b0080) 2002; 47 Hu, Chen, Shu, Huang (b0165) 2015; 346 Morales (b0195) 2021; 23 Ma, Bi, Hao (b0260) 2021; 243 Heaton, Hall, Wald, Halling (b0235) 1995; 267 Xiang, Nishitani (b0055) 2014; 21 Smith, Wang (b0085) 2004; 42 Lazar, Neild, Wagg (b0090) 2014; 43 Meirovitch (b0170) 1986 Strong Motion Center. strongmotioncenter.org, 2020. Komodromos (b0025) 2000 Asai, Chang, Spencer (b0240) 2015; 141 Jangid, Kelly (b0175) 2001; 30 Hall, Heaton, Halling, Wald (b0230) 1995; 11 De Domenico, Ricciardi (b0185) 2018; 2018 Chopra (b0005) 2012 Vu, Politopoulos, Diop (b0065) 2016; 45 Maddaloni, Caterino, Occhiuzzi (b0110) 2017; 24 Havskov J, Alguacil G, Instrumentation in Earthquake Seismology, 2016, Springer. Morales (b0250) 2021; 12 De Angelis, Giarilis, Petrini, Pietrosanti (b0180) 2019; 196 Saitoh (10.1016/j.engstruct.2021.113564_b0070) 2012; 19 Morales (10.1016/j.engstruct.2021.113564_b0130) 2010; 34 Hu (10.1016/j.engstruct.2021.113564_b0165) 2015; 346 Zargar (10.1016/j.engstruct.2021.113564_b0050) 2017; 46 De Angelis (10.1016/j.engstruct.2021.113564_b0180) 2019; 196 Komodromos (10.1016/j.engstruct.2021.113564_b0025) 2000 Xiang (10.1016/j.engstruct.2021.113564_b0055) 2014; 21 Meirovitch (10.1016/j.engstruct.2021.113564_b0100) 1997; 123 Barbat (10.1016/j.engstruct.2021.113564_b0035) 1995; 121 Morales (10.1016/j.engstruct.2021.113564_b0195) 2021; 23 10.1016/j.engstruct.2021.113564_b0015 Miyazaki (10.1016/j.engstruct.2021.113564_b0205) 2008; 3 10.1016/j.engstruct.2021.113564_b0215 Maddaloni (10.1016/j.engstruct.2021.113564_b0110) 2017; 24 Meirovitch (10.1016/j.engstruct.2021.113564_b0170) 1986 Taniguchi (10.1016/j.engstruct.2021.113564_b0040) 2008; 30 De Domenico (10.1016/j.engstruct.2021.113564_b0045) 2018; 47 Lazar (10.1016/j.engstruct.2021.113564_b0090) 2014; 43 Ye (10.1016/j.engstruct.2021.113564_b0095) 2019; 48 Öncü-Davas (10.1016/j.engstruct.2021.113564_b0115) 2019; 114 Palazzo (10.1016/j.engstruct.2021.113564_b0150) 1997; 4 Harris (10.1016/j.engstruct.2021.113564_b0155) 2002 Smith (10.1016/j.engstruct.2021.113564_b0080) 2002; 47 De Domenico (10.1016/j.engstruct.2021.113564_b0185) 2018; 2018 Hall (10.1016/j.engstruct.2021.113564_b0230) 1995; 11 Zelleke (10.1016/j.engstruct.2021.113564_b0145) 2015; 48 Ma (10.1016/j.engstruct.2021.113564_b0260) 2021; 243 De Luca (10.1016/j.engstruct.2021.113564_b0200) 2019; 125 Smith (10.1016/j.engstruct.2021.113564_b0085) 2004; 42 Jangid (10.1016/j.engstruct.2021.113564_b0175) 2001; 30 Vu (10.1016/j.engstruct.2021.113564_b0105) 2018; 25 Heaton (10.1016/j.engstruct.2021.113564_b0235) 1995; 267 Chopra (10.1016/j.engstruct.2021.113564_b0005) 2012 Asher (10.1016/j.engstruct.2021.113564_b0140) 1996; 5 10.1016/j.engstruct.2021.113564_b0075 Naeim (10.1016/j.engstruct.2021.113564_b0010) 1999 Qian (10.1016/j.engstruct.2021.113564_b0245) 2019; 198 Alhan (10.1016/j.engstruct.2021.113564_b0225) 2016; 116 Makris (10.1016/j.engstruct.2021.113564_b0190) 2000; 29 Jangid (10.1016/j.engstruct.2021.113564_b0060) 2007; 29 Yang (10.1016/j.engstruct.2021.113564_b0160) 2016; 744 Nagarajaiah (10.1016/j.engstruct.2021.113564_b0020) 2000; 126 Kelly (10.1016/j.engstruct.2021.113564_b0030) 1999; 28 Sarebanha (10.1016/j.engstruct.2021.113564_b0125) 2018; 328 Morales (10.1016/j.engstruct.2021.113564_b0250) 2021; 12 Vu (10.1016/j.engstruct.2021.113564_b0065) 2016; 45 Asai (10.1016/j.engstruct.2021.113564_b0240) 2015; 141 Mazza (10.1016/j.engstruct.2021.113564_b0135) 2009; 13 10.1016/j.engstruct.2021.113564_b0220 Li (10.1016/j.engstruct.2021.113564_b0255) 2019; 26 Ala Saadeghvaziri (10.1016/j.engstruct.2021.113564_b0120) 2010; 25 Pozo (10.1016/j.engstruct.2021.113564_b0210) 2006; 12  | 
    
| References_xml | – year: 2002 ident: b0155 article-title: Harris’ Shock and Vibration Handbook – volume: 141 start-page: 04014128 year: 2015 ident: b0240 article-title: Real-time hybrid simulation of a smart base-isolated building publication-title: J Eng Mech – volume: 198 year: 2019 ident: b0245 article-title: Optimal tuned and inerter dampers for performance enhancement of vibration isolation publication-title: Eng Struct – volume: 21 start-page: 98 year: 2014 end-page: 114 ident: b0055 article-title: Optimum design for more effective tuned mass damper system and its application to base-isolated buildings publication-title: Structural Control Health Monitoring – volume: 25 start-page: 177 year: 2010 end-page: 186 ident: b0120 article-title: On Seismic response of substation equipment and application of base isolation to transformers publication-title: IEEE Trans Power Delivery – volume: 26 year: 2019 ident: b0255 article-title: Effect of inerter for seismic mitigation comparing with base isolation publication-title: Structural Control Health Monitoring – reference: Morales CA. Complete results for free and forced vibrations of inerter-added one-degree-of-freedom systems, Journal of Vibroengineering 2019;21,1564-1573. – volume: 34 start-page: 663 year: 2010 end-page: 666 ident: b0130 article-title: Further seismic displacement PSDF results publication-title: Structural Engineering Mechanics – reference: Morales CA. Transmissibility concept to control base motion in isolated structures. Engineering Structures 2003; 25:1325-1331. – volume: 744 year: 2016 ident: b0160 article-title: Force transmissibility and vibration power flow behavior of inerter-based vibration isolators publication-title: J Phys Conf Ser – volume: 328 start-page: 58 year: 2018 end-page: 72 ident: b0125 article-title: Seismic response of base isolated nuclear power plants considering impact to moat walls publication-title: Nucl Eng Des – volume: 30 start-page: 691 year: 2001 end-page: 707 ident: b0175 article-title: Base isolation for near-fault motions publication-title: Earthquake Eng Struct Dyn – volume: 5 start-page: 265 year: 1996 end-page: 279 ident: b0140 article-title: Seismic isolation design of the San Bernardino County Medical Center replacement project publication-title: Struct Des Tall Build – volume: 23 start-page: 400 year: 2021 end-page: 406 ident: b0195 article-title: Narrowbandness of seismic ground displacement on a broader area of the lithosphere and importance on base motion in isolated structures publication-title: J Vibroeng – volume: 121 start-page: 676 year: 1995 end-page: 684 ident: b0035 article-title: Active control of nonlinear base-isolated buildings publication-title: J Eng Mech – year: 1999 ident: b0010 article-title: Design of Seismic Isolated Structures – volume: 4 start-page: 9 year: 1997 end-page: 22 ident: b0150 article-title: Response of base isolated systems equipped with tuned mass dampers to random excitations publication-title: Structural Control Health Monitoring – volume: 11 start-page: 569 year: 1995 end-page: 605 ident: b0230 article-title: Near-source ground motion and its effects on flexible buildings publication-title: Earthquake Spectra – volume: 2018 start-page: 1 year: 2018 end-page: 24 ident: b0185 article-title: Earthquake protection of existing structures with limited seismic joint: base isolation with supplemental damping versus rotational inertia publication-title: Adv Civil Eng – year: 1986 ident: b0170 article-title: Elements of Vibration Analysis – volume: 48 start-page: 1083 year: 2019 end-page: 1090 ident: b0095 article-title: Analytical solution of seismic response of base-isolated structure with supplemental inerter publication-title: Earthquake Eng Struct Dyn – volume: 45 start-page: 2027 year: 2016 end-page: 2037 ident: b0065 article-title: Relaxation base seismic isolator publication-title: Earthquake Eng Struct Dyn – volume: 42 start-page: 235 year: 2004 end-page: 257 ident: b0085 article-title: Performance benefits in passive vehicle suspensions employing inerters publication-title: Veh Syst Dyn – volume: 346 start-page: 17 year: 2015 end-page: 36 ident: b0165 article-title: Analysis and optimization for inerter-based isolators via fixed-point theory and algebraic solution publication-title: J Sound Vib – volume: 29 start-page: 2503 year: 2007 end-page: 2513 ident: b0060 article-title: Optimum lead-rubber isolation bearings for near-fault motions publication-title: Eng Struct – volume: 3 start-page: 479 year: 2008 end-page: 502 ident: b0205 article-title: The Next generation of seismic isolation. Going beyond seismic design dominated by earthquakes publication-title: J Disaster Res – volume: 28 start-page: 3 year: 1999 end-page: 20 ident: b0030 article-title: The role of damping in seismic isolation publication-title: Earthquake Eng Struct Dyn – volume: 19 start-page: 246 year: 2012 end-page: 259 ident: b0070 article-title: On the performance of gyro-mass device for displacement mitigation in base isolation systems publication-title: Structural Control Health Monitoring – volume: 114 start-page: 146 year: 2019 end-page: 164 ident: b0115 article-title: Reliability of semi-active seismic isolation under near-fault earthquakes publication-title: Mech Syst Sig Process – volume: 24 start-page: e1906 year: 2017 ident: b0110 article-title: Shake table investigation of a structure isolated by recycled rubber devices and magnetorheological dampers publication-title: Structural Control Health Monitoring – volume: 267 start-page: 206 year: 1995 end-page: 211 ident: b0235 article-title: Response of high-rise and base-isolated buildings to a hypothetical Mw 7.0 blind thrust earthquake publication-title: Science – volume: 12 year: 2021 ident: b0250 article-title: On some errors in seismic data in highly-cited literature on base isolation publication-title: Int Rev Civil Eng – volume: 47 start-page: 1648 year: 2002 end-page: 1662 ident: b0080 article-title: Synthesis of mechanical networks: The inerter publication-title: IEEE Transaction Automatic Control – volume: 125 year: 2019 ident: b0200 article-title: State of the art in the worldwide evolution of base isolation design publication-title: Soil Dyn Earthquake Eng – volume: 12 start-page: 373 year: 2006 end-page: 394 ident: b0210 article-title: Adaptive backstepping control of hysteretic base-isolated structures publication-title: J Vib Control – year: 2012 ident: b0005 article-title: Dynamics of Structures – volume: 243 start-page: 112655 year: 2021 ident: b0260 article-title: Inerter-based structural vibration control: A state-of-the-art review publication-title: Eng Struct – volume: 13 start-page: 690 year: 2009 end-page: 715 ident: b0135 article-title: Nonlinear response of rc framed buildings with isolation and supplemental damping at the base subjected to near-fault earthquakes publication-title: J Earthquake Eng – volume: 30 start-page: 3478 year: 2008 end-page: 3488 ident: b0040 article-title: Effect of tuned mass damper on displacement demand of base-isolated structures publication-title: Eng Struct – volume: 123 start-page: 1090 year: 1997 end-page: 1095 ident: b0100 article-title: Nonlinear control of structures in earthquakes publication-title: J Eng hMechanics – reference: Havskov J, Alguacil G, Instrumentation in Earthquake Seismology, 2016, Springer. – volume: 116 start-page: 83 year: 2016 end-page: 94 ident: b0225 article-title: Performance limits of seismically isolated buildings under near-field earthquakes publication-title: Eng Struct – volume: 29 start-page: 85 year: 2000 end-page: 107 ident: b0190 article-title: Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures publication-title: Earthquake Eng Struct Dyn – volume: 46 start-page: 51 year: 2017 end-page: 71 ident: b0050 article-title: Evaluation of a passive gap damper to control displacements in a shaking test of a seismically isolated three-story frame publication-title: Earthquake Eng Struct Dyn – volume: 196 year: 2019 ident: b0180 article-title: Optimal tuning and assesment of inertial dampers with grounded inerter for vibration control of seismically excited base-isolated systems publication-title: Eng Struct – volume: 126 start-page: 1177 year: 2000 end-page: 1186 ident: b0020 article-title: Response of base-isolated USC Hospital Building in Northridge earthquake publication-title: J Struct Eng – volume: 43 start-page: 1129 year: 2014 end-page: 1147 ident: b0090 article-title: Using an inerter-based device for structural vibration suppression publication-title: Earthquake Eng Struct Dyn – year: 2000 ident: b0025 article-title: Seismic isolation for earthquake-resistant structures – volume: 48 start-page: 100 year: 2015 end-page: 117 ident: b0145 article-title: Supplemental damping in base-isolated buildings to mitigate large isolator displacement under earthquake excitations publication-title: Bulletin of the New Zeland Society for Earthquake Engineering – volume: 25 start-page: e2032 year: 2018 ident: b0105 article-title: A new semi-active control based on nonlinear inhomogeneous optimal control for mixed base isolation publication-title: Structural Control health monitoring – volume: 47 start-page: 1169 year: 2018 end-page: 1192 ident: b0045 article-title: An enhanced base isolation system equipped with optimal tuned mass damper inerter (TMDI) publication-title: Earthquake Eng Struct Dyn – reference: Strong Motion Center. strongmotioncenter.org, 2020. – volume: 328 start-page: 58 year: 2018 ident: 10.1016/j.engstruct.2021.113564_b0125 article-title: Seismic response of base isolated nuclear power plants considering impact to moat walls publication-title: Nucl Eng Des doi: 10.1016/j.nucengdes.2017.12.021 – volume: 346 start-page: 17 year: 2015 ident: 10.1016/j.engstruct.2021.113564_b0165 article-title: Analysis and optimization for inerter-based isolators via fixed-point theory and algebraic solution publication-title: J Sound Vib doi: 10.1016/j.jsv.2015.02.041 – volume: 121 start-page: 676 issue: 6 year: 1995 ident: 10.1016/j.engstruct.2021.113564_b0035 article-title: Active control of nonlinear base-isolated buildings publication-title: J Eng Mech – volume: 5 start-page: 265 issue: 4 year: 1996 ident: 10.1016/j.engstruct.2021.113564_b0140 article-title: Seismic isolation design of the San Bernardino County Medical Center replacement project publication-title: Struct Des Tall Build doi: 10.1002/(SICI)1099-1794(199612)5:4<265::AID-TAL77>3.0.CO;2-X – year: 2000 ident: 10.1016/j.engstruct.2021.113564_b0025 – volume: 26 issue: 10 year: 2019 ident: 10.1016/j.engstruct.2021.113564_b0255 article-title: Effect of inerter for seismic mitigation comparing with base isolation publication-title: Structural Control Health Monitoring doi: 10.1002/stc.2409 – year: 1999 ident: 10.1016/j.engstruct.2021.113564_b0010 – volume: 196 year: 2019 ident: 10.1016/j.engstruct.2021.113564_b0180 article-title: Optimal tuning and assesment of inertial dampers with grounded inerter for vibration control of seismically excited base-isolated systems publication-title: Eng Struct doi: 10.1016/j.engstruct.2019.05.091 – volume: 11 start-page: 569 year: 1995 ident: 10.1016/j.engstruct.2021.113564_b0230 article-title: Near-source ground motion and its effects on flexible buildings publication-title: Earthquake Spectra doi: 10.1193/1.1585828 – volume: 25 start-page: 177 issue: 1 year: 2010 ident: 10.1016/j.engstruct.2021.113564_b0120 article-title: On Seismic response of substation equipment and application of base isolation to transformers publication-title: IEEE Trans Power Delivery doi: 10.1109/TPWRD.2009.2033971 – volume: 47 start-page: 1169 issue: 5 year: 2018 ident: 10.1016/j.engstruct.2021.113564_b0045 article-title: An enhanced base isolation system equipped with optimal tuned mass damper inerter (TMDI) publication-title: Earthquake Eng Struct Dyn doi: 10.1002/eqe.3011 – volume: 123 start-page: 1090 issue: 10 year: 1997 ident: 10.1016/j.engstruct.2021.113564_b0100 article-title: Nonlinear control of structures in earthquakes publication-title: J Eng hMechanics doi: 10.1061/(ASCE)0733-9399(1997)123:10(1090) – volume: 30 start-page: 3478 issue: 12 year: 2008 ident: 10.1016/j.engstruct.2021.113564_b0040 article-title: Effect of tuned mass damper on displacement demand of base-isolated structures publication-title: Eng Struct doi: 10.1016/j.engstruct.2008.05.027 – volume: 243 start-page: 112655 year: 2021 ident: 10.1016/j.engstruct.2021.113564_b0260 article-title: Inerter-based structural vibration control: A state-of-the-art review publication-title: Eng Struct doi: 10.1016/j.engstruct.2021.112655 – volume: 30 start-page: 691 issue: 5 year: 2001 ident: 10.1016/j.engstruct.2021.113564_b0175 article-title: Base isolation for near-fault motions publication-title: Earthquake Eng Struct Dyn doi: 10.1002/eqe.31 – volume: 267 start-page: 206 issue: 5195 year: 1995 ident: 10.1016/j.engstruct.2021.113564_b0235 article-title: Response of high-rise and base-isolated buildings to a hypothetical Mw 7.0 blind thrust earthquake publication-title: Science doi: 10.1126/science.267.5195.206 – volume: 47 start-page: 1648 issue: 10 year: 2002 ident: 10.1016/j.engstruct.2021.113564_b0080 article-title: Synthesis of mechanical networks: The inerter publication-title: IEEE Transaction Automatic Control doi: 10.1109/TAC.2002.803532 – volume: 744 year: 2016 ident: 10.1016/j.engstruct.2021.113564_b0160 article-title: Force transmissibility and vibration power flow behavior of inerter-based vibration isolators publication-title: J Phys Conf Ser doi: 10.1088/1742-6596/744/1/012234 – volume: 42 start-page: 235 issue: 4 year: 2004 ident: 10.1016/j.engstruct.2021.113564_b0085 article-title: Performance benefits in passive vehicle suspensions employing inerters publication-title: Veh Syst Dyn doi: 10.1080/00423110412331289871 – volume: 4 start-page: 9 issue: 1 year: 1997 ident: 10.1016/j.engstruct.2021.113564_b0150 article-title: Response of base isolated systems equipped with tuned mass dampers to random excitations publication-title: Structural Control Health Monitoring doi: 10.1002/stc.4300040105 – year: 2002 ident: 10.1016/j.engstruct.2021.113564_b0155 – volume: 29 start-page: 2503 issue: 10 year: 2007 ident: 10.1016/j.engstruct.2021.113564_b0060 article-title: Optimum lead-rubber isolation bearings for near-fault motions publication-title: Eng Struct doi: 10.1016/j.engstruct.2006.12.010 – volume: 43 start-page: 1129 issue: 8 year: 2014 ident: 10.1016/j.engstruct.2021.113564_b0090 article-title: Using an inerter-based device for structural vibration suppression publication-title: Earthquake Eng Struct Dyn doi: 10.1002/eqe.2390 – volume: 12 start-page: 373 year: 2006 ident: 10.1016/j.engstruct.2021.113564_b0210 article-title: Adaptive backstepping control of hysteretic base-isolated structures publication-title: J Vib Control doi: 10.1177/1077546306063254 – volume: 48 start-page: 100 year: 2015 ident: 10.1016/j.engstruct.2021.113564_b0145 article-title: Supplemental damping in base-isolated buildings to mitigate large isolator displacement under earthquake excitations publication-title: Bulletin of the New Zeland Society for Earthquake Engineering doi: 10.5459/bnzsee.48.2.100-117 – ident: 10.1016/j.engstruct.2021.113564_b0075 doi: 10.21595/jve.2019.20554 – volume: 116 start-page: 83 year: 2016 ident: 10.1016/j.engstruct.2021.113564_b0225 article-title: Performance limits of seismically isolated buildings under near-field earthquakes publication-title: Eng Struct doi: 10.1016/j.engstruct.2016.02.043 – volume: 13 start-page: 690 issue: 5 year: 2009 ident: 10.1016/j.engstruct.2021.113564_b0135 article-title: Nonlinear response of rc framed buildings with isolation and supplemental damping at the base subjected to near-fault earthquakes publication-title: J Earthquake Eng doi: 10.1080/13632460802632302 – volume: 23 start-page: 400 year: 2021 ident: 10.1016/j.engstruct.2021.113564_b0195 article-title: Narrowbandness of seismic ground displacement on a broader area of the lithosphere and importance on base motion in isolated structures publication-title: J Vibroeng doi: 10.21595/jve.2020.21682 – volume: 3 start-page: 479 issue: 6 year: 2008 ident: 10.1016/j.engstruct.2021.113564_b0205 article-title: The Next generation of seismic isolation. Going beyond seismic design dominated by earthquakes publication-title: J Disaster Res doi: 10.20965/jdr.2008.p0479 – year: 2012 ident: 10.1016/j.engstruct.2021.113564_b0005 – volume: 24 start-page: e1906 issue: 5 year: 2017 ident: 10.1016/j.engstruct.2021.113564_b0110 article-title: Shake table investigation of a structure isolated by recycled rubber devices and magnetorheological dampers publication-title: Structural Control Health Monitoring doi: 10.1002/stc.1906 – volume: 29 start-page: 85 issue: 1 year: 2000 ident: 10.1016/j.engstruct.2021.113564_b0190 article-title: Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures publication-title: Earthquake Eng Struct Dyn doi: 10.1002/(SICI)1096-9845(200001)29:1<85::AID-EQE902>3.0.CO;2-N – volume: 126 start-page: 1177 issue: 10 year: 2000 ident: 10.1016/j.engstruct.2021.113564_b0020 article-title: Response of base-isolated USC Hospital Building in Northridge earthquake publication-title: J Struct Eng doi: 10.1061/(ASCE)0733-9445(2000)126:10(1177) – volume: 12 issue: 6 year: 2021 ident: 10.1016/j.engstruct.2021.113564_b0250 article-title: On some errors in seismic data in highly-cited literature on base isolation publication-title: Int Rev Civil Eng – volume: 46 start-page: 51 issue: 1 year: 2017 ident: 10.1016/j.engstruct.2021.113564_b0050 article-title: Evaluation of a passive gap damper to control displacements in a shaking test of a seismically isolated three-story frame publication-title: Earthquake Eng Struct Dyn doi: 10.1002/eqe.2771 – year: 1986 ident: 10.1016/j.engstruct.2021.113564_b0170 – volume: 114 start-page: 146 year: 2019 ident: 10.1016/j.engstruct.2021.113564_b0115 article-title: Reliability of semi-active seismic isolation under near-fault earthquakes publication-title: Mech Syst Sig Process doi: 10.1016/j.ymssp.2018.04.045 – volume: 19 start-page: 246 year: 2012 ident: 10.1016/j.engstruct.2021.113564_b0070 article-title: On the performance of gyro-mass device for displacement mitigation in base isolation systems publication-title: Structural Control Health Monitoring doi: 10.1002/stc.419 – volume: 45 start-page: 2027 issue: 12 year: 2016 ident: 10.1016/j.engstruct.2021.113564_b0065 article-title: Relaxation base seismic isolator publication-title: Earthquake Eng Struct Dyn doi: 10.1002/eqe.2747 – volume: 141 start-page: 04014128 issue: 3 year: 2015 ident: 10.1016/j.engstruct.2021.113564_b0240 article-title: Real-time hybrid simulation of a smart base-isolated building publication-title: J Eng Mech – volume: 21 start-page: 98 issue: 1 year: 2014 ident: 10.1016/j.engstruct.2021.113564_b0055 article-title: Optimum design for more effective tuned mass damper system and its application to base-isolated buildings publication-title: Structural Control Health Monitoring doi: 10.1002/stc.1556 – ident: 10.1016/j.engstruct.2021.113564_b0215 doi: 10.1007/978-3-319-21314-9 – volume: 198 year: 2019 ident: 10.1016/j.engstruct.2021.113564_b0245 article-title: Optimal tuned and inerter dampers for performance enhancement of vibration isolation publication-title: Eng Struct doi: 10.1016/j.engstruct.2019.109464 – volume: 2018 start-page: 1 year: 2018 ident: 10.1016/j.engstruct.2021.113564_b0185 article-title: Earthquake protection of existing structures with limited seismic joint: base isolation with supplemental damping versus rotational inertia publication-title: Adv Civil Eng doi: 10.1155/2018/6019495 – volume: 28 start-page: 3 issue: 1 year: 1999 ident: 10.1016/j.engstruct.2021.113564_b0030 article-title: The role of damping in seismic isolation publication-title: Earthquake Eng Struct Dyn doi: 10.1002/(SICI)1096-9845(199901)28:1<3::AID-EQE801>3.0.CO;2-D – volume: 125 year: 2019 ident: 10.1016/j.engstruct.2021.113564_b0200 article-title: State of the art in the worldwide evolution of base isolation design publication-title: Soil Dyn Earthquake Eng doi: 10.1016/j.soildyn.2019.105722 – ident: 10.1016/j.engstruct.2021.113564_b0015 doi: 10.1016/S0141-0296(03)00084-1 – volume: 34 start-page: 663 issue: 5 year: 2010 ident: 10.1016/j.engstruct.2021.113564_b0130 article-title: Further seismic displacement PSDF results publication-title: Structural Engineering Mechanics doi: 10.12989/sem.2010.34.5.663 – volume: 25 start-page: e2032 issue: 1 year: 2018 ident: 10.1016/j.engstruct.2021.113564_b0105 article-title: A new semi-active control based on nonlinear inhomogeneous optimal control for mixed base isolation publication-title: Structural Control health monitoring doi: 10.1002/stc.2032 – volume: 48 start-page: 1083 issue: 9 year: 2019 ident: 10.1016/j.engstruct.2021.113564_b0095 article-title: Analytical solution of seismic response of base-isolated structure with supplemental inerter publication-title: Earthquake Eng Struct Dyn doi: 10.1002/eqe.3165 – ident: 10.1016/j.engstruct.2021.113564_b0220  | 
    
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| Snippet | •An original expression for inerter-isolation relative transmissibility is derived and presented.•This transmissibility is applied to the solution of the large... A solution to the large base displacement problem in isolated structures under seismic loads is proposed; it is based on a displacement transmissibility...  | 
    
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| SubjectTerms | Active control Base displacement Base isolation Displacement Earthquake loads Far fields Ground motion Inerter Isolator displacement Isolators Passive control Structural models  | 
    
| Title | Inerter-added transmissibility to control base displacement in isolated structures | 
    
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