Publication
Behaviour factors of MR steel frames with semi-rigid connections: a parametric study
| dc.contributor.author | Rebelo, Carlos | |
| dc.contributor.author | Magalhães, Luís | |
| dc.date.accessioned | 2015-07-23T17:00:19Z | |
| dc.date.available | 2015-07-23T17:00:19Z | |
| dc.date.issued | 2003 | |
| dc.description.abstract | In this paper same results are presented, related to the parametric study of the q-factor of steel moment resistant frames. The study considers semi-rigid beam-to-column joints with standard behaviour, characterized by their stiffness, resistance and deformation capacity. Three performance levels or limit states are considered, Serviceability Limit State (SLS), Damageability Limit State (DLS) and Ultimate Limit State (ULS). | por |
| dc.identifier.citation | REBELO, Carlos; MAGALHÃES, Luís (2003) - Behaviour factors of MR steel frames with semi-rigid connections: a parametric study. In International Conference on Enhancement and Promotion of Computational Methods in Engineering and Science, 9, Macau, 25-28 de novembro - EPMESC IX . [S.l. : s.n.]. 6 p. | por |
| dc.identifier.uri | http://hdl.handle.net/10400.11/2916 | |
| dc.language.iso | eng | por |
| dc.peerreviewed | yes | por |
| dc.subject | q-factor | por |
| dc.subject | MR steel frames | por |
| dc.subject | Semi-rigid joints | por |
| dc.subject | Stiffness, resistence and deformation capacity | por |
| dc.subject | Limit states | por |
| dc.title | Behaviour factors of MR steel frames with semi-rigid connections: a parametric study | por |
| dc.type | conference object | |
| dspace.entity.type | Publication | |
| oaire.citation.conferencePlace | Macau | por |
| oaire.citation.title | 9th International Conference on Enhancement and Promotion of Computational Methods in Engineering and Science - EPMESC IX | por |
| rcaap.rights | openAccess | por |
| rcaap.type | conferenceObject | por |