dc.creator | Jiménez Alonso, Javier Fernando | es |
dc.creator | Soria, José M. | es |
dc.creator | Díaz, Iván M. | es |
dc.creator | Guillén González, Francisco Manuel | es |
dc.date.accessioned | 2022-02-02T17:25:02Z | |
dc.date.available | 2022-02-02T17:25:02Z | |
dc.date.issued | 2021 | |
dc.identifier.citation | Jiménez Alonso, J.F., Soria, J.M., Díaz, I.M. y Guillén González, F. (2021). A common framework for the robust design of tuned mass damper techniques to mitigate pedestrian-induced vibrations in lively footbridges. Structures, 34, 1276-1290. | |
dc.identifier.issn | 2352 - 0124 | es |
dc.identifier.uri | https://hdl.handle.net/11441/129593 | |
dc.description.abstract | The dynamic response of modern slender footbridges is usually sensitive to both the pedestrian actions and the
uncertainties associated with their inherent structural behavior. Thus, tuned mass dampers have been widely
integrated in the design of these structures to guarantee the fulfillment of the vibration serviceability limit state
during their overall life cycle. Three different techniques of tuned mass dampers (active, semi-active and passive)
are usually considered for this purpose. Although there are algorithms for the robust design of each particular
technique, however, this specificity makes difficult the implementation of all these techniques in practical en gineering applications. Herein, the motion-based design method under uncertainty conditions is proposed and
further implemented to create a common framework for the robust design of all these techniques when they are
employed to mitigate pedestrian-induced vibrations in slender footbridges. According to this method, the design
problem may be transformed into the combination of two sequential sub-problems: (i) a reliability multi objective optimization sub-problem; and (ii) a decision-making sub-problem. Subsequently, the performance
of this proposal has been validated through a numerical case study in which the dynamic response of a steel
footbridge has been controlled by three different tuned mass damper techniques designed according to the
proposed common framework. | es |
dc.description.sponsorship | Ministerio de Economía y Competitividad ( España) RTI2018-094945-B-C21 | es |
dc.description.sponsorship | Ministerio de Ciencia, Innovación y Universidades (España) RTI2018-099639-B-I00 | es |
dc.format | application/pdf | es |
dc.format.extent | 15 p. | es |
dc.language.iso | eng | es |
dc.publisher | Elsevier Ltd | es |
dc.relation.ispartof | Structures, 34, 1276-1290. | |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 Internacional | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.subject | Tuned mass damper | es |
dc.subject | Vibration control | es |
dc.subject | Motion-based design | es |
dc.subject | Reliability multi-objective optimization | es |
dc.subject | Human-induced vibrations | es |
dc.subject | Footbridges | es |
dc.subject | Uncertainty conditions | es |
dc.title | A common framework for the robust design of tuned mass damper techniques to mitigate pedestrian-induced vibrations in lively footbridges | es |
dc.type | info:eu-repo/semantics/article | es |
dcterms.identifier | https://ror.org/03yxnpp24 | |
dc.type.version | info:eu-repo/semantics/publishedVersion | es |
dc.rights.accessRights | info:eu-repo/semantics/openAccess | es |
dc.contributor.affiliation | Universidad de Sevilla. Departamento de Mecánica de Medios Continuos y Teoría de Estructuras | es |
dc.contributor.affiliation | Universidad de Sevilla. Departamento de Ecuaciones Diferenciales y Análisis Numérico | es |
dc.relation.projectID | RTI2018-099639-B-I00 | es |
dc.relation.projectID | RTI2018-094945-B-C21 | es |
dc.relation.publisherversion | https://www.sciencedirect.com/science/article/pii/S2352012421007827 | es |
dc.identifier.doi | 10.1016/j.istruc.2021.08.070 | es |
dc.journaltitle | Structures | es |
dc.publication.volumen | 34 | es |
dc.publication.initialPage | 1276 | es |
dc.publication.endPage | 1290 | es |
dc.contributor.funder | European Commission (EC). Fondo Europeo de Desarrollo Regional (FEDER) | es |