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Comparison of cyclic response of reinforced concrete infilled frames with experimental results

dc.contributor.authorBraz-César, Manuel
dc.contributor.authorOliveira, Daniel V.
dc.contributor.authorBarros, Rui
dc.date.accessioned2010-02-09T12:09:06Z
dc.date.available2010-02-09T12:09:06Z
dc.date.issued2008
dc.description.abstractThis paper intends to estimate the numerical cyclic response of RC frames with and without masonry infill through a simplified nonlinear analysis using a commercial FEM package. The numerical model is based on the experiments carried out in the National Laboratory of Civil Engineering (LNEC) and the numerical and experimental results are compared to assess the accuracy of the simplified analysis based on the inelastic hinge method either for the bare frame and the infill frame.pt
dc.identifier.citationBraz-César, M.T.; Oliveira, D.; Barros, R.C. (2008). Comparison of cyclic response of reinforced concrete infilled frames with experimental results. In 14th World Conference on Earthquake Engineering. Beijing.pt
dc.identifier.urihttp://hdl.handle.net/10198/1796
dc.language.isoengpt
dc.subjectCyclic responsept
dc.subjectNonlinear analysispt
dc.subjectPlastic hinge modelspt
dc.subjectFiber modelpt
dc.subjectRC structurespt
dc.titleComparison of cyclic response of reinforced concrete infilled frames with experimental resultspt
dc.typeconference paper
dspace.entity.typePublication
oaire.citation.conferencePlaceBeijingpt
oaire.citation.title14 WCEE – 14th World Conference on Earthquake Engineeringpt
person.familyNameBraz-César
person.givenNameManuel
person.identifier.ciencia-id5C10-B764-22E3
person.identifier.orcid0000-0001-5640-0714
person.identifier.scopus-author-id53663179600
rcaap.rightsopenAccesspt
rcaap.typeconferenceObjectpt
relation.isAuthorOfPublicationa99f08f6-5b97-4571-a6e4-07dee53fb527
relation.isAuthorOfPublication.latestForDiscoverya99f08f6-5b97-4571-a6e4-07dee53fb527

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