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dc.contributor.authorPalacios Quiñonero, Francisco
dc.contributor.authorRubió Massegú, Josep
dc.contributor.authorRossell Garriga, Josep Maria
dc.contributor.authorKarimi, Hamid Reza
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Matemàtiques
dc.date.accessioned2020-04-03T11:25:44Z
dc.date.available2020-04-03T11:25:44Z
dc.date.issued2020-03-31
dc.identifier.citationPalacios-Quiñonero, F. [et al.]. Distributed passive actuation schemes for seismic protection of multibuilding systems. "Applied sciences", 31 Març 2020, vol. 10, núm. 7, p. 2383: 1-2383: 31.
dc.identifier.issn2076-3417
dc.identifier.urihttp://hdl.handle.net/2117/183086
dc.description.abstractIn this paper, we investigate the design of distributed damping systems (DDSs) for the overall seismic protection of multiple adjacent buildings. The considered DDSs contain interstory dampers implemented inside the buildings and also interbuilding damping links. The design objectives include mitigating the buildings seismic response by reducing the interstory-drift and story-acceleration peak-values and producing small interbuilding approachings to decrease the risk of interbuilding collisions. Designing high-performance DDS configurations requires determining convenient damper positions and computing proper values for the damper parameters. That allocation-tuning optimization problem can pose serious computational difficulties for large-scale multibuilding systems. The design methodology proposed in this work—(i) is based on an effective matrix formulation of the damped multibuilding system; (ii) follows an H8 approach to define an objective function with fast-evaluation characteristics; (iii) exploits the computational advantages of the current state-of-the-art genetic algorithm solvers, including the usage of hybrid discrete-continuous optimization and parallel computing; and (iv) allows setting actuation schemes of particular interest such as full-linked configurations or nonactuated buildings. To illustrate the main features of the presented methodology, we consider a system of five adjacent multistory buildings and design three full-linked DDS configurations with a different number of actuated buildings. The obtained results confirm the flexibility and effectiveness of the proposed design approach and demonstrate the high-performance characteristics of the devised DDS configurations.
dc.language.isoeng
dc.publisherMultidisciplinary Digital Publishing Institute
dc.rightsAttribution 4.0 International
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subjectÀrees temàtiques de la UPC::Informàtica::Automàtica i control
dc.subject.lcshStructural control (Engineering)
dc.subject.lcshEarthquake resistant design
dc.subject.otherEnergy-dissipation systems
dc.subject.otherDistributed damping systems
dc.subject.otherOptimal placement
dc.subject.otherMultibuilding systems
dc.subject.otherSeismic protection
dc.subject.otherHybrid genetic algorithm
dc.subject.otherParallel computing
dc.subject.otherPounding protection
dc.titleDistributed passive actuation schemes for seismic protection of multibuilding systems
dc.typeArticle
dc.subject.lemacEdificis -- Vibració
dc.subject.lemacControl d'estructures (Enginyeria)
dc.subject.lemacDisseny antisísmic
dc.contributor.groupUniversitat Politècnica de Catalunya. CoDAlab - Control, Modelització, Identificació i Aplicacions
dc.identifier.doi10.3390/app10072383
dc.description.peerreviewedPeer Reviewed
dc.subject.amsClassificació AMS::93 Systems Theory; Control
dc.relation.publisherversionhttps://www.mdpi.com/2076-3417/10/7/2383
dc.rights.accessOpen Access
local.identifier.drac27681462
dc.description.versionPostprint (published version)
dc.relation.projectidinfo:eu-repo/grantAgreement/MINECO//DPI2015-64170-R/ES/DISEÑO DE ESTRATEGIAS AVANZADAS DE CONTROL Y DETECCION DE FALLOS PARA SISTEMAS MECATRONICOS COMPLEJOS/
local.citation.authorPalacios-Quiñonero, F.; Rubió-Massegú, J.; Rossell, Josep M.; Karimi, H.R.
local.citation.publicationNameApplied sciences
local.citation.volume10
local.citation.number7
local.citation.startingPage2383: 1
local.citation.endingPage2383: 31


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