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dc.contributor.authorAbraham, NM
dc.contributor.authorWilliams, G
dc.contributor.authorZivanovic, S
dc.date.accessioned2023-09-13T09:20:47Z
dc.date.issued2023-09-12
dc.date.updated2023-09-13T09:05:11Z
dc.description.abstractThis paper investigates the human ability to perform rhythmic jumping on a vertically vibrating platform by analysing kinetics and kinematics. Ten test subjects participated, performing jumping on both non-vibrating and vibrating platforms. Vibration frequencies of 2.0, 2.4, and 2.8 Hz were used, with a vibration level of 2 m/s2. The frequency of jumping matched the vibration frequency, and for the first time, the jumps were timed relative to the platform’s position in the vibration cycle. A metronome prompted landings at four target positions: (i) reference position and on the way down (mid-down), (ii)lowest position (trough), (iii)reference position and on the way up (mid-up), and (iv)highest position (peak), at each frequency. The study compared the achievement of the target frequency of jumping between non-vibrating and vibrating platform conditions for each frequency. Results showed the worst performance when the target frequency was 2.8 Hz on the non-vibrating platform, confirming the difficulty of faster jumping on non-vibrating surfaces. The discrete relative phase analysis revealed a preference for landing at the trough and mid-up positions on the vibrating platform, particularly at 2.8 Hz. The preferred timing of jumps corresponded to greater toe clearance and impact ratio, but shorter contact duration compared to the non-vibrating platform. These findings hold promise for improving human-structure interaction models for assembly structures used in sports and musical events.en_GB
dc.description.sponsorshipUniversity of Exeteren_GB
dc.identifier.citationVol. 57, article 105154en_GB
dc.identifier.doihttps://doi.org/10.1016/j.istruc.2023.105154
dc.identifier.urihttp://hdl.handle.net/10871/133983
dc.identifierORCID: 0000-0002-3502-6070 (Abraham, Nimmy)
dc.language.isoenen_GB
dc.publisherElsevieren_GB
dc.rights© 2023 The Author(s). Published by Elsevier Ltd on behalf of Institution of Structural Engineers. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).en_GB
dc.subjectDiscrete relative phaseen_GB
dc.subjectFrequencyen_GB
dc.subjectRhythmic jumpingen_GB
dc.subjectStructure-to-human interactionen_GB
dc.subjectTimingen_GB
dc.titleImpact of vertical vibrations on human rhythmic jumpingen_GB
dc.typeArticleen_GB
dc.date.available2023-09-13T09:20:47Z
dc.identifier.issn2352-0124
dc.descriptionThis is the final version. Available on open access from Elsevier via the DOI in this record. en_GB
dc.identifier.journalStructuresen_GB
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/en_GB
dcterms.dateAccepted2023-08-27
dcterms.dateSubmitted2023-06-12
rioxxterms.versionVoRen_GB
rioxxterms.licenseref.startdate2023-09-12
rioxxterms.typeJournal Article/Reviewen_GB
refterms.dateFCD2023-09-13T09:05:13Z
refterms.versionFCDAM
refterms.dateFOA2023-09-13T09:20:47Z
refterms.panelBen_GB
refterms.dateFirstOnline2023-09-12


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© 2023 The Author(s). Published by Elsevier Ltd on behalf of Institution of Structural Engineers. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
Except where otherwise noted, this item's licence is described as © 2023 The Author(s). Published by Elsevier Ltd on behalf of Institution of Structural Engineers. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).