The optimum inerter-based additional viscoelastic mass dampers for dynamic response mitigation of structures

[1]  Sudip Chowdhury,et al.  The exact closed-form equations for optimal design parameters of enhanced inerter-based isolation systems , 2022, Journal of Vibration and Control.

[2]  S. Adhikari,et al.  The optimal design of dynamic systems with negative stiffness inertial amplifier tuned mass dampers , 2022, Applied Mathematical Modelling.

[3]  D. De Domenico,et al.  Structural control of high-rise buildings subjected to multi-hazard excitations using inerter-based vibration absorbers , 2022, Engineering Structures.

[4]  Long Chen,et al.  A review of the inerter and inerter-based vibration isolation: Theory, devices, and applications , 2022, J. Frankl. Inst..

[5]  A. Banerjee,et al.  The exact closed-form expressions for optimal design parameters of resonating base isolators , 2022, International Journal of Mechanical Sciences.

[6]  A. Banerjee,et al.  Enhanced seismic base isolation using inertial amplifiers , 2021 .

[7]  R. Rupakhety,et al.  Optimum Double Mass Tuned Damper Inerter for Control of Structure Subjected to ground motions , 2021, Journal of Building Engineering.

[8]  Hong Hao,et al.  Inerter-based structural vibration control: A state-of-the-art review , 2021 .

[9]  Chao Sun,et al.  Study on a 3D pounding pendulum TMD for mitigating bi-directional vibration of offshore wind turbines , 2021 .

[10]  Christian Elkjær Høeg,et al.  Inerter-enhanced tuned mass damper for vibration damping of floating offshore wind turbines , 2021 .

[11]  David J. Wagg,et al.  A review of the mechanical inerter: historical context, physical realisations and nonlinear applications , 2021, Nonlinear Dynamics.

[12]  Yi-Lin Zheng,et al.  Energy analysis and optimization of inerter-based systems , 2021, Journal of Vibration and Control.

[13]  Michael J. Brennan,et al.  Inerter-like devices used for vibration isolation: A historical perspective , 2020, J. Frankl. Inst..

[14]  Ruifu Zhang,et al.  Energy dissipation mechanism of inerter systems , 2020 .

[15]  Zili Zhang,et al.  Tuned mass-damper-inerter (TMDI) for suppressing edgewise vibrations of wind turbine blades , 2020, Engineering Structures.

[16]  R. Maroofiazar,et al.  Robust optimum design of a tuned mass damper inerter , 2020, Acta Mechanica.

[17]  D. Wagg,et al.  Tuned inerter dampers with linear hysteretic damping , 2020, Earthquake Engineering & Structural Dynamics.

[18]  A. Palmeri,et al.  Robust optimization of MTMD systems for the control of vibrations , 2020, Probabilistic Engineering Mechanics.

[19]  Agathoklis Giaralis,et al.  Optimal tuned mass-damper-inerter (TMDI) design in wind-excited tall buildings for occupants’ comfort serviceability performance and energy harvesting , 2020, Engineering Structures.

[20]  Ruifu Zhang,et al.  A tuned liquid inerter system for vibration control , 2019 .

[21]  Zhiwen Zhu,et al.  Wind-Induced Response Control of High-Rise Buildings Using Inerter-Based Vibration Absorbers , 2019, Applied Sciences.

[22]  Hongping Zhu,et al.  Tuned inerter dampers for civil structures subjected to earthquake ground motions: optimum design and seismic performance , 2019, Engineering Structures.

[23]  Yinlong Hu,et al.  Inerter and Its Application in Vibration Control Systems , 2019 .

[24]  Agathoklis Giaralis,et al.  Risk-informed optimization of the tuned mass-damper-inerter (TMDI) for the seismic protection of multi-storey building structures , 2018, Engineering Structures.

[25]  Giuseppe Ricciardi,et al.  Earthquake-resilient design of base isolated buildings with TMD at basement: Application to a case study , 2018, Soil Dynamics and Earthquake Engineering.

[26]  Hong Hao,et al.  Using multiple tuned mass dampers to control offshore wind turbine vibrations under multiple hazards , 2017 .

[27]  Arunasis Chakraborty,et al.  Reliability‐based performance optimization of TMD for vibration control of structures with uncertainty in parameters and excitation , 2017 .

[28]  Giuseppe Carlo Marano,et al.  Optimization criteria of TMD to reduce vibrations generated by the wind in a slender structure , 2014 .

[29]  Agathoklis Giaralis,et al.  Optimal design of a novel tuned mass-damper–inerter (TMDI) passive vibration control configuration for stochastically support-excited structural systems , 2014 .

[30]  Sondipon Adhikari,et al.  Eigenvalues of linear viscoelastic systems , 2009 .

[31]  Haijun Zhang,et al.  Particle swarm optimization of TMD by non‐stationary base excitation during earthquake , 2008 .

[32]  S. Adhikari,et al.  Identification of damping: Part 1, viscous damping , 2001 .

[33]  S. Adhikari,et al.  Optimal parameters of viscoelastic tuned-mass dampers , 2019, Journal of Sound and Vibration.

[34]  Vasant Matsagar,et al.  Wind response control of tall buildings with a tuned mass damper , 2018 .

[35]  Giuseppe Marano,et al.  A comparison between different robust optimum design approaches: Application to tuned mass dampers , 2010 .

[36]  Neil E. Houghton,et al.  Experimental testing and analysis of inerter devices , 2009 .