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Vertical Vibration Response of Footbridges with Fundamental Natural Frequency up to 10 Hz under Dynamic Loading by Single Pedestrian

dc.contributor.authorGarcía Diéguez, Marta 
dc.contributor.authorZapico Valle, José Luis 
dc.contributor.authorŽivanović, S.
dc.date.accessioned2022-06-20T10:12:07Z
dc.date.available2022-06-20T10:12:07Z
dc.date.issued2021
dc.identifier.citationJournal of Bridge Engineering, 26(10) (2021); doi:10.1061/(ASCE)BE.1943-5592.0001780
dc.identifier.issn1084-0702
dc.identifier.urihttp://hdl.handle.net/10651/63462
dc.description.sponsorshipThe authors would like to acknowledge the financial support pro- vided by the Spanish Ministry of Economy and Competitiveness through project PGC2018-096670-B-I00.spa
dc.language.isoengspa
dc.relation.ispartofJournal of Bridge Engineering, 26(10)spa
dc.rightsAtribución 4.0 Internacional*
dc.rights© ASCE
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.titleVertical Vibration Response of Footbridges with Fundamental Natural Frequency up to 10 Hz under Dynamic Loading by Single Pedestrianspa
dc.typejournal articlespa
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0001780
dc.relation.projectIDAEI/PGC2018-096670-B-I00spa
dc.relation.publisherversionhttps://doi.org/10.1061/(ASCE)BE.1943-5592.0001780spa
dc.rights.accessRightsopen accessspa
dc.type.hasVersionVoR


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