Carlos Alberto Silva Rebelo
AuthID: R-000-356
61
TITLE: Dual-concentrically braced frames using high strength steel – Seismic response Full Text
AUTHORS: André Tenchini; Carlos Rebelo; Luis Simões Da Silva; Luciano Lima;
PUBLISHED: 2017, SOURCE: Open Civil Engineering Journal, VOLUME: 11, ISSUE: Suppl-1, M15
AUTHORS: André Tenchini; Carlos Rebelo; Luis Simões Da Silva; Luciano Lima;
PUBLISHED: 2017, SOURCE: Open Civil Engineering Journal, VOLUME: 11, ISSUE: Suppl-1, M15
62
TITLE: Robustness assessment of steel moment resisting frames Full Text
AUTHORS: David Cassiano; Carlos Rebelo; Luís Simoes Da Silva;
PUBLISHED: 2017, SOURCE: Open Civil Engineering Journal, VOLUME: 11, ISSUE: Suppl-1, M9
AUTHORS: David Cassiano; Carlos Rebelo; Luís Simoes Da Silva;
PUBLISHED: 2017, SOURCE: Open Civil Engineering Journal, VOLUME: 11, ISSUE: Suppl-1, M9
63
TITLE: NUMERICAL ANALYSIS OF A DOUBLE SHEAR STANDARD BOLTED CONNECTION CONSIDERING MONOTONIC LOADINGS
AUTHORS: Mariana Ferreira RODRIGUES; José António Correia ; Bruno PEDROSA ; Abílio DE JESUS; Bruno CARVALHO; Carlos REBELO; José XAVIER; Rui CALÇADA;
PUBLISHED: 2017, SOURCE: Engineering Structures and Technologies, VOLUME: 9, ISSUE: 4
AUTHORS: Mariana Ferreira RODRIGUES; José António Correia ; Bruno PEDROSA ; Abílio DE JESUS; Bruno CARVALHO; Carlos REBELO; José XAVIER; Rui CALÇADA;
PUBLISHED: 2017, SOURCE: Engineering Structures and Technologies, VOLUME: 9, ISSUE: 4
64
TITLE: 01.04: Joints between open section beams and tubular columns: New configuration for semi‐rigid and moment resistant bolted joints
AUTHORS: Guiomar Vicente; Rui Simões; Carlos Rebelo;
PUBLISHED: 2017, SOURCE: ce/papers, VOLUME: 1, ISSUE: 2-3
AUTHORS: Guiomar Vicente; Rui Simões; Carlos Rebelo;
PUBLISHED: 2017, SOURCE: ce/papers, VOLUME: 1, ISSUE: 2-3
65
TITLE: 01.15: Numerical investigation of preloaded gusset plate connections between polygonal built‐up members
AUTHORS: Slobodanka Jovašević; Carlos Rebelo; Marko Pavlović; Milan Veljković;
PUBLISHED: 2017, SOURCE: ce/papers, VOLUME: 1, ISSUE: 2-3
AUTHORS: Slobodanka Jovašević; Carlos Rebelo; Marko Pavlović; Milan Veljković;
PUBLISHED: 2017, SOURCE: ce/papers, VOLUME: 1, ISSUE: 2-3
66
TITLE: 11.12: Derivation of the cyclic behaviour of components in bolted end‐plate beam‐to‐column joints using FEM
AUTHORS: Hugo Augusto; José Miguel Castro; Carlos Rebelo; Luís Simões da Silva;
PUBLISHED: 2017, SOURCE: ce/papers, VOLUME: 1, ISSUE: 2-3
AUTHORS: Hugo Augusto; José Miguel Castro; Carlos Rebelo; Luís Simões da Silva;
PUBLISHED: 2017, SOURCE: ce/papers, VOLUME: 1, ISSUE: 2-3
67
TITLE: 18.06: Preliminary transition piece design for an onshore wind turbine
AUTHORS: Mohammad Reza Shah Mohammadi; Muhammad Farhan; Carlos Rebelo; Milan Veljković;
PUBLISHED: 2017, SOURCE: ce/papers, VOLUME: 1, ISSUE: 2-3
AUTHORS: Mohammad Reza Shah Mohammadi; Muhammad Farhan; Carlos Rebelo; Milan Veljković;
PUBLISHED: 2017, SOURCE: ce/papers, VOLUME: 1, ISSUE: 2-3
68
TITLE: Avaliação experimental do comportamento de colunas tubulares em ligações a vigas I com perfis em U invertidos
AUTHORS: Luís Magalhães; Carlos Rebelo; Sandra Jordão;
PUBLISHED: 2017, SOURCE: XI Congresso de Construção Metálica e MIsta
AUTHORS: Luís Magalhães; Carlos Rebelo; Sandra Jordão;
PUBLISHED: 2017, SOURCE: XI Congresso de Construção Metálica e MIsta
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TITLE: Characterization of web panel components in double-extended bolted end-plate steel joints
AUTHORS: Hugo Augusto; Luis Simoes da Silva; Carlos Rebelo; Jose Miguel Castro ;
PUBLISHED: 2016, SOURCE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 116
AUTHORS: Hugo Augusto; Luis Simoes da Silva; Carlos Rebelo; Jose Miguel Castro ;
PUBLISHED: 2016, SOURCE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 116
70
TITLE: Resistance of cold-formed high strength steel circular and polygonal sections - Part 1: Experimental investigations Full Text
AUTHORS: Tran, AT; Veljkovic, M; Rebelo, C; da Silva, LS;
PUBLISHED: 2016, SOURCE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 120
AUTHORS: Tran, AT; Veljkovic, M; Rebelo, C; da Silva, LS;
PUBLISHED: 2016, SOURCE: JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, VOLUME: 120
