A Novel Iterative Linear Matrix Inequality Design Procedure for Passive Inter-Substructure Vibration Control

In vibration control of compound structures, inter-substructure damper (ISSD) systems<br />exploit the out-of-phase response of different substructures to dissipate the kinetic vibrational<br />energy by means of inter-substructure damping links. For seismic protection of multistory buil...

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Main Authors: Josep Rubió-Massegú, Francisco Palacios-Quiñonero, Josep M. Rossell, Hamid Reza Karimi
Format: Article
Language:English
Published: MDPI AG 2020-08-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/10/17/5859
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spelling doaj-401eb545d8f14424931afc1c977c03fc2020-11-25T03:43:34ZengMDPI AGApplied Sciences2076-34172020-08-01105859585910.3390/app10175859A Novel Iterative Linear Matrix Inequality Design Procedure for Passive Inter-Substructure Vibration ControlJosep Rubió-Massegú0Francisco Palacios-Quiñonero1Josep M. Rossell2Hamid Reza Karimi3Department of Mathematics, Universitat Politècnica de Catalunya, EPSEM, Av. Bases de Manresa 61–73, 08242 Manresa, SpainDepartment of Mathematics, Universitat Politècnica de Catalunya, EPSEM, Av. Bases de Manresa 61–73, 08242 Manresa, SpainDepartment of Mathematics, Universitat Politècnica de Catalunya, EPSEM, Av. Bases de Manresa 61–73, 08242 Manresa, SpainDepartment of Mechanical Engineering, Politecnico di Milano, via La Masa 1, 20156 Milan, ItalyIn vibration control of compound structures, inter-substructure damper (ISSD) systems<br />exploit the out-of-phase response of different substructures to dissipate the kinetic vibrational<br />energy by means of inter-substructure damping links. For seismic protection of multistory buildings,<br />distributed sets of interstory fluid viscous dampers (FVDs) are ISSD systems of particular interest.<br />The connections between distributed FVD systems and decentralized static output-feedback<br />control allow using advanced controller-design methodologies to obtain passive ISSD systems<br />with high-performance characteristics. A major issue of that approach is the computational<br />difficulties associated to the numerical solution of optimization problems with structured bilinear<br />matrix inequality constraints. In this work, we present a novel iterative linear matrix inequality<br />procedure that can be applied to obtain enhanced suboptimal solutions for that kind of optimization<br />problems. To demonstrate the effectiveness of the proposed methodology, we design a system of<br />supplementary interstory FVDs for the seismic protection of a five-story building by synthesizing a<br />decentralized static velocity-feedback H¥ controller. In the performance assessment, we compare the<br />frequency-domain and time-domain responses of the designed FVD system with the behavior of the<br />optimal static state-feedback H¥ controller. The obtained results indicate that the proposed approach<br />allows designing passive ISSD systems that are capable to match the level of performance attained by<br />optimal state-feedback active controllers.https://www.mdpi.com/2076-3417/10/17/5859passive vibration controlfluid viscous dampersstatic output-feedback controldecentralized controliterative linear matrix inequalitiesinterstory damping systems
collection DOAJ
language English
format Article
sources DOAJ
author Josep Rubió-Massegú
Francisco Palacios-Quiñonero
Josep M. Rossell
Hamid Reza Karimi
spellingShingle Josep Rubió-Massegú
Francisco Palacios-Quiñonero
Josep M. Rossell
Hamid Reza Karimi
A Novel Iterative Linear Matrix Inequality Design Procedure for Passive Inter-Substructure Vibration Control
Applied Sciences
passive vibration control
fluid viscous dampers
static output-feedback control
decentralized control
iterative linear matrix inequalities
interstory damping systems
author_facet Josep Rubió-Massegú
Francisco Palacios-Quiñonero
Josep M. Rossell
Hamid Reza Karimi
author_sort Josep Rubió-Massegú
title A Novel Iterative Linear Matrix Inequality Design Procedure for Passive Inter-Substructure Vibration Control
title_short A Novel Iterative Linear Matrix Inequality Design Procedure for Passive Inter-Substructure Vibration Control
title_full A Novel Iterative Linear Matrix Inequality Design Procedure for Passive Inter-Substructure Vibration Control
title_fullStr A Novel Iterative Linear Matrix Inequality Design Procedure for Passive Inter-Substructure Vibration Control
title_full_unstemmed A Novel Iterative Linear Matrix Inequality Design Procedure for Passive Inter-Substructure Vibration Control
title_sort novel iterative linear matrix inequality design procedure for passive inter-substructure vibration control
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2020-08-01
description In vibration control of compound structures, inter-substructure damper (ISSD) systems<br />exploit the out-of-phase response of different substructures to dissipate the kinetic vibrational<br />energy by means of inter-substructure damping links. For seismic protection of multistory buildings,<br />distributed sets of interstory fluid viscous dampers (FVDs) are ISSD systems of particular interest.<br />The connections between distributed FVD systems and decentralized static output-feedback<br />control allow using advanced controller-design methodologies to obtain passive ISSD systems<br />with high-performance characteristics. A major issue of that approach is the computational<br />difficulties associated to the numerical solution of optimization problems with structured bilinear<br />matrix inequality constraints. In this work, we present a novel iterative linear matrix inequality<br />procedure that can be applied to obtain enhanced suboptimal solutions for that kind of optimization<br />problems. To demonstrate the effectiveness of the proposed methodology, we design a system of<br />supplementary interstory FVDs for the seismic protection of a five-story building by synthesizing a<br />decentralized static velocity-feedback H¥ controller. In the performance assessment, we compare the<br />frequency-domain and time-domain responses of the designed FVD system with the behavior of the<br />optimal static state-feedback H¥ controller. The obtained results indicate that the proposed approach<br />allows designing passive ISSD systems that are capable to match the level of performance attained by<br />optimal state-feedback active controllers.
topic passive vibration control
fluid viscous dampers
static output-feedback control
decentralized control
iterative linear matrix inequalities
interstory damping systems
url https://www.mdpi.com/2076-3417/10/17/5859
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