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RELATION BETWEEN STATIONARY AND MOVING PEDESTRIAN LOAD MODELS



dc.contributor.authorŠtěpánek, Jan
dc.contributor.authorMáca, Jiří
dc.date.accessioned2023-01-18T15:07:02Z
dc.date.available2023-01-18T15:07:02Z
dc.date.issued2018
dc.identifier.citationActa Polytechnica. 2018, vol. 15, no. 0, p. 114-119.
dc.identifier.issn1210-2709 (print)
dc.identifier.issn1805-2363 (online)
dc.identifier.urihttp://hdl.handle.net/10467/106024
dc.description.abstractThe dynamic analysis of footbridges became common in recent years, but the approach to modelling pedestrian induced load is still inconsistent. This paper compares two different ways of modelling single pedestrian load. The response of the structure to stationary pulsating force is compared to the results given by the same force moving along simply supported beam. 300 randomly generated beams were used in this parametric study to describe the relation among these two approaches and parameters of the structure. The proposed formula was successfully applied to get more realistic estimation of response of the structure to a single walking pedestrian using stationary pulsating force.en
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherČeské vysoké učení technické v Prazecs
dc.publisherCzech Technical University in Pragueen
dc.relation.ispartofseriesActa Polytechnica
dc.relation.urihttps://ojs.cvut.cz/ojs/index.php/APP/article/view/5342
dc.rightsCreative Commons Attribution 4.0 International Licenseen
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.titleRELATION BETWEEN STATIONARY AND MOVING PEDESTRIAN LOAD MODELS
dc.typearticleen
dc.date.updated2023-01-18T15:07:02Z
dc.identifier.doi10.14311/APP.2018.15.0114
dc.rights.accessopenAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion


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Creative Commons Attribution 4.0 International License
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