Parameter optimization of an inerter-based isolator for passive vibration control of Michelangelo’s Rondanini Pietà

Abstract Preserving cultural heritage against earthquake and ambient vibrations can be an attractive topic in the field of vibration control. This paper proposes a passive vibration isolator methodology based on inerters for improving the performance of the isolation system of the famous statue of Michelangelo Buonarroti Pieta Rondanini. More specifically, a five-degree-of-freedom (5DOF) model of the statue and the anti-seismic and anti-vibration base is presented and experimentally validated. The parameters of this model are tuned according to the experimental tests performed on the assembly of the isolator and the structure. Then, the developed model is used to investigate the impact of actuation devices such as tuned mass-damper (TMD) and tuned mass-damper-inerter (TMDI) in vibration reduction of the structure. The effect of implementation of TMDI on the 5DOF model is shown based on physical limitations of the system parameters. Simulation results are provided to illustrate effectiveness of the passive element of TMDI in reduction of the vibration transmitted to the statue in vertical direction. Moreover, the optimal design parameters of the passive system such as frequency and damping coefficient will be calculated using two different performance indexes. The obtained optimal parameters have been evaluated by using two different optimization algorithms: the sequential quadratic programming method and the Firefly algorithm. The results prove significant reduction in the transmitted vibration to the structure in the presence of the proposed tuned TMDI, without imposing a large amount of mass or modification to the structure of the isolator.

[1]  James Lam,et al.  Control of vehicle suspension using an adaptive inerter , 2015 .

[2]  Michael L. Overton,et al.  A Sequential Quadratic Programming Algorithm for Nonconvex, Nonsmooth Constrained Optimization , 2012, SIAM J. Optim..

[3]  Intan Zaurah Mat Darus,et al.  Intelligent fuzzy logic with firefly algorithm and particle swarm optimization for semi-active suspension system using magneto-rheological damper , 2017 .

[4]  Rama B. Bhat,et al.  Ride Control of Passenger Cars with Semi-active Suspension System Using a Linear Quadratic Regulator and Hybrid Optimization Algorithm , 2012 .

[5]  Hamid Reza Karimi,et al.  Allocation of Actuators and Sensors for Coupled-Adjacent-Building Vibration Attenuation , 2013, IEEE Transactions on Industrial Electronics.

[6]  Rafael Holdorf Lopez,et al.  A firefly algorithm for the design of force and placement of friction dampers for control of man-induced vibrations in footbridges , 2015 .

[7]  Federica Tubino,et al.  Tuned Mass Damper optimization for the mitigation of human-induced vibrations of pedestrian bridges , 2015 .

[8]  Xin-She Yang,et al.  Multiobjective firefly algorithm for continuous optimization , 2012, Engineering with Computers.

[9]  Emanuele Zappa,et al.  Modeling and Testing of the Anti-Vibration Base for Michelangelo’s Pietà Rondanini , 2016 .

[10]  Fu-Cheng Wang,et al.  Stability and performance analysis of a full-train system with inerters , 2012 .

[11]  Mohammad Kazem Sayadi,et al.  Firefly-inspired algorithm for discrete optimization problems: An application to manufacturing cell formation , 2013 .

[12]  Malcolm C. Smith Synthesis of mechanical networks: the inerter , 2002, IEEE Trans. Autom. Control..

[13]  Hamid Reza Karimi,et al.  Using inerter-based isolator for passive vibration control of Michelangelo’s Rondanini Pietà , 2017 .

[14]  Hamid Reza Karimi,et al.  Semiactive-passive structural vibration control strategy for adjacent structures under seismic excitation , 2012, J. Frankl. Inst..

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

[16]  Özgür Yeniay,et al.  A comparative study on optimization methods for the constrained nonlinear programming problems. , 2005 .

[17]  T. Kapitaniak,et al.  The application of inerter in tuned mass absorber , 2015 .

[18]  Alessandro De Stefano,et al.  Robust design of mass-uncertain rolling-pendulum TMDs for the seismic protection of buildings , 2009 .

[19]  Fu-Cheng Wang,et al.  Vehicle suspensions with a mechatronic network strut , 2011 .

[20]  Long Chen,et al.  Improved design of dynamic vibration absorber by using the inerter and its application in vehicle suspension , 2016 .

[21]  Xin-She Yang,et al.  Firefly Algorithm: Recent Advances and Applications , 2013, ArXiv.

[22]  Michael Z. Q. Chen,et al.  Performance evaluation for inerter-based dynamic vibration absorbers , 2015 .

[23]  Yoyong Arfiadi,et al.  OPTIMUM PLACEMENT AND PROPERTIES OF TUNED MASS DAMPERS USING HYBRID GENETIC ALGORITHMS , 2011 .

[24]  Zhan Shu,et al.  Passive vehicle suspensions employing inerters with multiple performance requirements , 2014 .

[25]  Hamid Reza Karimi,et al.  Vibration control of a class of semiactive suspension system using neural network and backstepping techniques , 2009 .

[26]  Hossein Shayeghi,et al.  Seismic Control of Tall Building Using a New Optimum Controller Based on GA , 2009 .

[27]  Frank Scheibe,et al.  Analytical solutions for optimal ride comfort and tyre grip for passive vehicle suspensions , 2009 .

[28]  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 .

[29]  Egidio Rizzi,et al.  A numerical approach towards best tuning of Tuned Mass Dampers , 2012 .

[30]  Hamid Reza Karimi,et al.  Vibration control strategy for large-scale structures with incomplete multi-actuator system and neighbouring state information , 2016 .

[31]  Ilhan Aydin,et al.  A new approach based on firefly algorithm for vision-based railway overhead inspection system , 2015 .

[32]  Hong-Nan Li,et al.  Optimization of non-uniformly distributed multiple tuned mass damper , 2007 .

[33]  Egidio Rizzi,et al.  Minimax optimization of Tuned Mass Dampers under seismic excitation , 2011 .

[34]  Guanrong Chen,et al.  Semi-Active Suspension with Semi-Active Inerter and Semi-Active Damper , 2014 .

[35]  Xin-She Yang,et al.  Nature-Inspired Metaheuristic Algorithms , 2008 .

[36]  Leandro Fleck Fadel Miguel,et al.  Shape and size optimization of truss structures considering dynamic constraints through modern metaheuristic algorithms , 2012, Expert Syst. Appl..

[37]  Satvir Singh,et al.  The Firefly Optimization Algorithm: Convergence Analysis and Parameter Selection , 2013 .

[38]  A. Gandomi,et al.  Mixed variable structural optimization using Firefly Algorithm , 2011 .

[39]  Zhaobo Chen,et al.  Band stop vibration suppression using a passive X-shape structured lever-type isolation system , 2016 .

[40]  Shuhao Yu,et al.  A variable step size firefly algorithm for numerical optimization , 2015, Appl. Math. Comput..

[41]  Hamid Reza Karimi,et al.  Modelling and optimization of a passive structural control design for a spar-type floating wind turbine , 2014 .

[42]  Yi Min Xie,et al.  Topological optimization design of structures under random excitations using SQP method , 2013 .

[43]  Giuseppe Carlo Marano,et al.  Robust design of tuned mass dampers installed on multi-degree-of-freedom structures subjected to seismic action , 2015 .

[44]  Lei Zuo,et al.  Minimax optimization of multi-degree-of-freedom tuned-mass dampers , 2004 .

[45]  Yinlong Hu,et al.  Influence of inerter on natural frequencies of vibration systems , 2014 .

[46]  Mohtasham Mohebbi,et al.  Designing optimal multiple tuned mass dampers using genetic algorithms (GAs) for mitigating the seismic response of structures , 2013 .