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Non-linear carrying capacity of asymmetric three-dimensional braced steel frames

dc.contributor.authorBarros, Rui
dc.contributor.authorBraz-César, Manuel
dc.date.accessioned2010-02-19T12:19:14Z
dc.date.available2010-02-19T12:19:14Z
dc.date.issued2004
dc.description.abstractNon-linear P-delta behaviour of three-dimensional frames with irregular plant geometry is studied, using a parametric variation of geometry and stiffness formerly chosen, by comparing results obtained with author’s developed software and with established commercial software. Using the exact total stiffness formulation of nonlinear geometric analyses in the developed software, allows surveying its degree of precision in selected calibration examples, as compared to the exact analytical results as well as to commercial software results. A parametric study of the critical load factor of asymmetric three-dimensional frames, un-braced and braced, permits to characterize their carrying capacity with respect to overall structural stability.pt
dc.identifier.citationBarros, R.C.; Braz-César, M.T. (2004). Non-linear carrying capacity of asymmetric three-dimensional braced steel frames. In 7th International Conference on Computational Structures Technology. Lisbon.pt
dc.identifier.urihttp://hdl.handle.net/10198/2033
dc.language.isoengpt
dc.publisherCivil-Comp Presspt
dc.subjectInstabilidadept
dc.subjectAnálise não-linearpt
dc.subjectNon-linear geometric structural analysispt
dc.subjectStability of asymmetric three dimensional framespt
dc.subjectBracing of structurespt
dc.titleNon-linear carrying capacity of asymmetric three-dimensional braced steel framespt
dc.typeconference object
dspace.entity.typePublication
oaire.citation.conferencePlaceLisbonpt
oaire.citation.titleProceedings of the Seventh International Conference on Computational Structures Technologypt
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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