Publication
Towards a consistent safety format of steel beam-columns: application of the new interaction formulae from ambient temperature to elevated temperatures
| dc.contributor.author | Vila Real, Paulo M.M. | |
| dc.contributor.author | Lopes, Nuno | |
| dc.contributor.author | Silva, Luís Simões | |
| dc.contributor.author | Piloto, P.A.G. | |
| dc.contributor.author | Franssen, J.-Marc | |
| dc.date.accessioned | 2010-02-23T15:57:14Z | |
| dc.date.available | 2010-02-23T15:57:14Z | |
| dc.date.created | 2003 | en_US |
| dc.date.issued | 2003 | |
| dc.date.updated | 2010-01-30T21:06:23Z | |
| dc.description.abstract | Two new formulae for the design of beam-columns at room temperature have been proposed into Eurocode 3, prEN 1993-1-1 (2002), and are the result of great efforts made by two working groups that followed different approaches, a French-Belgian team and an Austrian-German one. Under fire conditions the prEN 1993-1-2 (structural fire design) presents formulae, for the design of beam-columns based on the prENV 1993-1-1 (1992). In order to study the possibility of having, in part 1-1 and part 1-2 of the Eurocode 3, the same approach, a numerical research was made using the finite element program SAFIR, developed at the University of Liege for the study of structures subjected to fire. | pt |
| dc.identifier.citation | Vila Real, P.M.M.; Lopes, N.; Silva, L.S; Piloto, P.A.G.; Franssen, J.-Marc (2003). Towards a consistent safety format of steel beam-columns: application of the new interaction formulae from ambient temperature to elevated temperatures. Steel and Composite Structures: International Journal. ISSN 1229-9367. 3:6 p.383-401 | pt |
| dc.identifier.doi | 10.12989/scs.2003.3.6.383 | |
| dc.identifier.issn | 1229-9367 | |
| dc.identifier.uri | http://hdl.handle.net/10198/2111 | |
| dc.language.iso | eng | pt |
| dc.publisher | Techno Press | pt |
| dc.subject | Beam-column | pt |
| dc.subject | Buckling | pt |
| dc.subject | Lateral-torsional-buckling | pt |
| dc.subject | Fire | pt |
| dc.subject | Eurocode 3 | pt |
| dc.subject | Numerical modelling | pt |
| dc.title | Towards a consistent safety format of steel beam-columns: application of the new interaction formulae from ambient temperature to elevated temperatures | pt |
| dc.type | journal article | |
| dspace.entity.type | Publication | |
| oaire.citation.endPage | 401 | pt |
| oaire.citation.startPage | 383 | pt |
| oaire.citation.title | Steel and Composite Structures: International Journal | pt |
| person.familyName | Piloto | |
| person.givenName | Paulo | |
| person.identifier.ciencia-id | 0519-449D-6F13 | |
| person.identifier.orcid | 0000-0003-2834-0501 | |
| person.identifier.rid | B-4866-2008 | |
| person.identifier.scopus-author-id | 6506406159 | |
| rcaap.rights | openAccess | pt |
| rcaap.type | article | pt |
| relation.isAuthorOfPublication | baaee084-ab97-4c95-b636-24ab6bab0e3e | |
| relation.isAuthorOfPublication.latestForDiscovery | baaee084-ab97-4c95-b636-24ab6bab0e3e |