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Dynamic behaviour of timber footbridges

dc.contributor.authorNegrão, João
dc.contributor.authorRigueiro, Constança
dc.contributor.authorRebelo, Carlos
dc.date.accessioned2012-07-03T14:16:41Z
dc.date.available2012-07-03T14:16:41Z
dc.date.issued2004
dc.description.abstractIn ENV1995-2:1997 (Eurocode 5-Part 2), a simplified method is proposed for checking the serviceability limit state (SLS) of vibration in timber bridges subjected to the action of streams of pedestrians. The procedure estimates the values of peak acceleration in the deck under such conditions. This paper undertakes a comparison between the values supplied by that method and those obtained through a Finite-Element based numerical analysis. A number of load cases is analysed, in which variable values of the number of pedestrians and of its walking frequency is considered. The probabilistic models used to generate the dynamic loading corresponding to these crowds are also described.por
dc.identifier.citationNEGRÃO, João; RIGUEIRO, Constança; REBELO, Carlos (2004) - Dynamic behaviour of timber footbridges. In World Conference on Timber Engineering, 8, Lathi, 14-17 Junho. [S.l.:s.n]. [7] ppor
dc.identifier.urihttp://hdl.handle.net/10400.11/1327
dc.language.isoengpor
dc.peerreviewedyespor
dc.subjectTimber footbridgespor
dc.subjectPedestrianpor
dc.subjectProbabilistic modelspor
dc.titleDynamic behaviour of timber footbridgespor
dc.typejournal article
dspace.entity.typePublication
oaire.citation.conferencePlaceLathipor
oaire.citation.title8º World Conference on Timber Engineering.WCTE 2004por
person.familyNameSimões Rigueiro
person.givenNameMaria Constança
person.identifierM-5424-2014
person.identifier.ciencia-idF013-D911-C3D9
person.identifier.orcid0000-0002-5152-7238
person.identifier.scopus-author-id23973379800
rcaap.rightsopenAccesspor
rcaap.typearticlepor
relation.isAuthorOfPublicatione88864de-4335-48ee-b3dd-b214566e6766
relation.isAuthorOfPublication.latestForDiscoverye88864de-4335-48ee-b3dd-b214566e6766

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