Publicação
New proposals for the design of steel beam-columns under fire conditions
| Resumo: | The possibility of having, in parts 1-1 and 1-2 of Eurocode 3, the same approach for the design of beam-columns and for lateral-torsional buckling, was investigated by the authors in previous papers using a numerical approach, where it was concluded that those assumptions could be made. In the present paper a new approach for lateral-torsional buckling has been used with the formulae for the design of beam-columns at elevated temperature based on prEN 1993-1-1 combined with the formulae from prEN 1993-1-2. In both cases the results obtained are much better than the current design expressions, when compared with those obtained in the numerical calculations. |
|---|---|
| Autores principais: | Lopes, Nuno |
| Outros Autores: | Vila Real, Paulo M.M.; Silva, Luís Simões; Piloto, P.A.G.; Franssen, J.-Marc |
| Assunto: | Steel Beam-column Lateral-torsional-buckling Fire Eurocode 3 Numerical modelling |
| Ano: | 2004 |
| País: | Portugal |
| Tipo de documento: | comunicação em conferência |
| Tipo de acesso: | acesso aberto |
| Instituição associada: | Instituto Politécnico de Bragança |
| Idioma: | inglês |
| Origem: | Biblioteca Digital do IPB |
| _version_ | 1867172728412307456 |
|---|---|
| author | Lopes, Nuno |
| author2 | Vila Real, Paulo M.M. Silva, Luís Simões Piloto, P.A.G. Franssen, J.-Marc |
| author2_role | author author author author |
| author_facet | Lopes, Nuno Vila Real, Paulo M.M. Silva, Luís Simões Piloto, P.A.G. Franssen, J.-Marc |
| author_role | author |
| contributor_name_str_mv | Biblioteca Digital do IPB |
| country_str | PT |
| creators_json_txt | [{\"Person.name\":\"Lopes, Nuno\"},{\"Person.name\":\"Vila Real, Paulo M.M.\"},{\"Person.name\":\"Silva, Luís Simões\"},{\"Person.name\":\"Piloto, P.A.G.\",\"Person.identifier.orcid\":\"0000-0003-2834-0501\"},{\"Person.name\":\"Franssen, J.-Marc\"}] |
| datacite.contributors.contributor.contributorName.fl_str_mv | Biblioteca Digital do IPB |
| datacite.creators.creator.creatorName.fl_str_mv | Lopes, Nuno Vila Real, Paulo M.M. Silva, Luís Simões Piloto, P.A.G. Franssen, J.-Marc |
| datacite.date.Accepted.fl_str_mv | 2004-01-01T00:00:00Z |
| datacite.date.available.fl_str_mv | 2010-02-24T14:44:41Z |
| datacite.date.embargoed.fl_str_mv | 2010-02-24T14:44:41Z |
| datacite.rights.fl_str_mv | http://purl.org/coar/access_right/c_abf2 |
| datacite.subjects.subject.fl_str_mv | Steel Beam-column Lateral-torsional-buckling Fire Eurocode 3 Numerical modelling |
| datacite.titles.title.fl_str_mv | New proposals for the design of steel beam-columns under fire conditions |
| dc.contributor.none.fl_str_mv | Biblioteca Digital do IPB |
| dc.creator.none.fl_str_mv | Lopes, Nuno Vila Real, Paulo M.M. Silva, Luís Simões Piloto, P.A.G. Franssen, J.-Marc |
| dc.date.Accepted.fl_str_mv | 2004-01-01T00:00:00Z |
| dc.date.available.fl_str_mv | 2010-02-24T14:44:41Z |
| dc.date.embargoed.fl_str_mv | 2010-02-24T14:44:41Z |
| dc.format.none.fl_str_mv | application/pdf |
| dc.identifier.none.fl_str_mv | http://hdl.handle.net/10198/2146 |
| dc.language.none.fl_str_mv | eng |
| dc.rights.none.fl_str_mv | http://purl.org/coar/access_right/c_abf2 |
| dc.subject.none.fl_str_mv | Steel Beam-column Lateral-torsional-buckling Fire Eurocode 3 Numerical modelling |
| dc.title.fl_str_mv | New proposals for the design of steel beam-columns under fire conditions |
| dc.type.none.fl_str_mv | http://purl.org/coar/resource_type/c_5794 |
| description | The possibility of having, in parts 1-1 and 1-2 of Eurocode 3, the same approach for the design of beam-columns and for lateral-torsional buckling, was investigated by the authors in previous papers using a numerical approach, where it was concluded that those assumptions could be made. In the present paper a new approach for lateral-torsional buckling has been used with the formulae for the design of beam-columns at elevated temperature based on prEN 1993-1-1 combined with the formulae from prEN 1993-1-2. In both cases the results obtained are much better than the current design expressions, when compared with those obtained in the numerical calculations. |
| dirty | 0 |
| eu_rights_str_mv | openAccess |
| format | conferencePaper |
| fulltext.url.fl_str_mv | https://bibliotecadigital.ipb.pt/bitstreams/bf452c8f-dafe-4bf8-b98e-c87af2af1632/download |
| id | ipb_2f512a1c9c9946bb72e41cb79afffe33 |
| identifier.url.fl_str_mv | http://hdl.handle.net/10198/2146 |
| instacron_str | ipb |
| institution | Instituto Politécnico de Bragança |
| instname_str | Instituto Politécnico de Bragança |
| language | eng |
| network_acronym_str | ipb |
| network_name_str | Biblioteca Digital do IPB |
| oai_identifier_str | oai:bibliotecadigital.ipb.pt:10198/2146 |
| organization_str_mv | urn:organizationAcronym:ipb |
| person_str_mv | Lopes, Nuno Vila Real, Paulo M.M. Silva, Luís Simões Piloto, P.A.G. Piloto, P.A.G. https://www.ciencia-id.pt/0519-449D-6F13 0519-449D-6F13 http://orcid.org/0000-0003-2834-0501 0000-0003-2834-0501 Franssen, J.-Marc |
| publishDate | 2004 |
| reponame_str | Biblioteca Digital do IPB |
| repository_id_str | urn:repositoryAcronym:ipb |
| service_str_mv | urn:repositoryAcronym:ipb |
| spelling | engptThe possibility of having, in parts 1-1 and 1-2 of Eurocode 3, the same approach for the design of beam-columns and for lateral-torsional buckling, was investigated by the authors in previous papers using a numerical approach, where it was concluded that those assumptions could be made. In the present paper a new approach for lateral-torsional buckling has been used with the formulae for the design of beam-columns at elevated temperature based on prEN 1993-1-1 combined with the formulae from prEN 1993-1-2. In both cases the results obtained are much better than the current design expressions, when compared with those obtained in the numerical calculations.application/pdfptNew proposals for the design of steel beam-columns under fire conditionsLopes, NunoVila Real, Paulo M.M.Silva, Luís SimõesPersonalPiloto, P.A.G.DSpacehttp://dspace.org/items/baaee084-ab97-4c95-b636-24ab6bab0e3eDSpacehttp://dspace.org/items/baaee084-ab97-4c95-b636-24ab6bab0e3ePilotoPaulo A.G.Ciência IDhttps://www.ciencia-id.pt0519-449D-6F13ORCIDhttp://orcid.org0000-0003-2834-0501Researcher IDhttps://www.researcherid.comB-4866-2008Scopus Author IDhttps://www.scopus.com6506406159Franssen, J.-MarcHostingInstitutionOrganizationalBiblioteca Digital do IPBe-mailmailto:dspace@ipb.ptdspace@ipb.pt2010-02-24T14:44:41Z200420042010-01-30T18:23:01Z2004-01-01T00:00:00ZHandlehttp://hdl.handle.net/10198/2146http://purl.org/coar/access_right/c_abf2open accessSteelBeam-columnLateral-torsional-bucklingFireEurocode 3Numerical modelling6325629 bytesother research producthttp://purl.org/coar/resource_type/c_5794conference paperhttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://bibliotecadigital.ipb.pt/bitstreams/bf452c8f-dafe-4bf8-b98e-c87af2af1632/downloadProceedings of the 3rd International Workshop “Structures in Fire"Ottawa, Canadá |
| spellingShingle | New proposals for the design of steel beam-columns under fire conditions Lopes, Nuno Steel Beam-column Lateral-torsional-buckling Fire Eurocode 3 Numerical modelling |
| status | SINGLETON |
| subject.fl_str_mv | Steel Beam-column Lateral-torsional-buckling Fire Eurocode 3 Numerical modelling |
| title | New proposals for the design of steel beam-columns under fire conditions |
| title_full | New proposals for the design of steel beam-columns under fire conditions |
| title_fullStr | New proposals for the design of steel beam-columns under fire conditions |
| title_full_unstemmed | New proposals for the design of steel beam-columns under fire conditions |
| title_short | New proposals for the design of steel beam-columns under fire conditions |
| title_sort | New proposals for the design of steel beam-columns under fire conditions |
| topic | Steel Beam-column Lateral-torsional-buckling Fire Eurocode 3 Numerical modelling |
| topic_facet | Steel Beam-column Lateral-torsional-buckling Fire Eurocode 3 Numerical modelling |
| url | http://hdl.handle.net/10198/2146 |
| visible | 1 |