91
TÍTULO: Experimental and numerical investigation on cylindrically curved steel panels under uniform compression  Full Text
AUTORES: Ljubinković, F; Martins, JP; Gervásio, H ; da Silva, LS; Leitão, C;
PUBLICAÇÃO: 2019, FONTE: Thin-Walled Structures, VOLUME: 149
INDEXADO EM: Scopus CrossRef: 12
NO MEU: ORCID
92
TÍTULO: INFLUENCE OF COLD-FORMED ANGLE ON HIGH STRENGTH STEEL MATERIAL PROPERTIES
AUTORES: Tran, AT; Bernspang, L; Veljkovic, M; Rebelo, C; da Silva, LS;
PUBLICAÇÃO: 2019, FONTE: ADVANCED STEEL CONSTRUCTION, VOLUME: 15, NÚMERO: 4
INDEXADO EM: Scopus WOS
NO MEU: ORCID
93
TÍTULO: EXPERIMENTAL AND NUMERICAL ANALYSIS OF CYLINDRICALLY CURVED PANELS UNDER UNIFORM COMPRESSION
AUTORES: Filip Ljubinkovic; Joan Pedro S C Martins; Helena M S Gervasio; Luis A P Simoes da Silva; Carlos M A Leitao;
PUBLICAÇÃO: 2019, FONTE: 9th International Conference on Steel and Aluminium Structures (ICSAS) in PROCEEDINGS OF THE 9TH INTERNATIONAL CONFERENCE ON STEEL AND ALUMINIUM STRUCTURES (ICSAS19)
INDEXADO EM: WOS
94
TÍTULO: Stability design of high strength steel members
AUTORES: Tankova, T; Simões da Silva, L; Tun, TY;
PUBLICAÇÃO: 2019, FONTE: 7th International Conference on Structural Engineering, Mechanics and Computation, 2019 in Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019
INDEXADO EM: Scopus CrossRef
NO MEU: ORCID
95
TÍTULO: Stability design of steel structures: From members to plates and shells
AUTORES: da Silva, LS; Tankova, T; Martins, JP;
PUBLICAÇÃO: 2019, FONTE: International Colloquia on Stability and Ductility of Steel Structures, 2019 in Stability and Ductility of Steel Structures - Proceedings of the International Colloquia on Stability and Ductility of Steel Structures, 2019
INDEXADO EM: Scopus
NO MEU: ORCID
96
TÍTULO: Ultimate shear resistance of cylindrically curved steel panels
AUTORES: Ljubinković, F; Martins, JP; Gervásio, H ; Silva, LS;
PUBLICAÇÃO: 2019, FONTE: International Colloquia on Stability and Ductility of Steel Structures, 2019 in Stability and Ductility of Steel Structures - Proceedings of the International Colloquia on Stability and Ductility of Steel Structures, 2019
INDEXADO EM: Scopus
NO MEU: ORCID
97
TÍTULO: Stability design of cable-stayed columns. Existing methods and future perspectives
AUTORES: Tankova, T; Simões da Silva, L; Martins, JP;
PUBLICAÇÃO: 2019, FONTE: International Colloquia on Stability and Ductility of Steel Structures, 2019 in Stability and Ductility of Steel Structures - Proceedings of the International Colloquia on Stability and Ductility of Steel Structures, 2019, VOLUME: 12, NÚMERO: 4
INDEXADO EM: Scopus CrossRef: 12
NO MEU: ORCID
98
TÍTULO: FEM analysis of the buckling behavior of thin-walled CFS columns. Part I—channel (C) and double channel (I) cross-sections
AUTORES: Craveiro, HD; da Silva, LS; Martins, JP; Henriques, J;
PUBLICAÇÃO: 2019, FONTE: International Colloquia on Stability and Ductility of Steel Structures, 2019 in Stability and Ductility of Steel Structures - Proceedings of the International Colloquia on Stability and Ductility of Steel Structures, 2019
INDEXADO EM: Scopus
NO MEU: ORCID
99
TÍTULO: FEM analysis of the buckling behaviour of thin-walled cfs columns. Part II—monosymmetric (R) and double symmetric built-up box cross-sections
AUTORES: Craveiro, HD; Henriques, J; Silva, LS; Martins, JP;
PUBLICAÇÃO: 2019, FONTE: International Colloquia on Stability and Ductility of Steel Structures, 2019 in Stability and Ductility of Steel Structures - Proceedings of the International Colloquia on Stability and Ductility of Steel Structures, 2019
INDEXADO EM: Scopus
NO MEU: ORCID
100
TÍTULO: Stability design of cable-stayed columns
AUTORES: Tankova, T; Simões Da Silva, L; Martins, JP;
PUBLICAÇÃO: 2019, FONTE: 2019 International Colloquium on Stability and Ductility of Steel Structures, SDSS 2019 in SDSS 2019 - International Colloquium on Stability and Ductility of Steel Structures
INDEXADO EM: Scopus
NO MEU: ORCID
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