Maria Helena Freitas Melão Barros Gomes Pereira
AuthID: R-000-BJY
21
TÃTULO: Optimal design of reinforced concrete T-sections in bending Full Text
AUTORES: Ferreira, CC ; Barros, MHFM; Barros, AFM;
PUBLICAÇÃO: 2003, FONTE: ENGINEERING STRUCTURES, VOLUME: 25, NÚMERO: 7
AUTORES: Ferreira, CC ; Barros, MHFM; Barros, AFM;
PUBLICAÇÃO: 2003, FONTE: ENGINEERING STRUCTURES, VOLUME: 25, NÚMERO: 7
22
TÃTULO: Elastic degradation and damage in concrete following nonlinear equations and loading function
AUTORES: Barros, MHFM; Mota Soares, CM ; Martins, RAF;
PUBLICAÇÃO: 2002, FONTE: Proceedings of the Sixth International Conference on Computational Structures Technology in International Conference on Computational Structures Technology - Proceedings
AUTORES: Barros, MHFM; Mota Soares, CM ; Martins, RAF;
PUBLICAÇÃO: 2002, FONTE: Proceedings of the Sixth International Conference on Computational Structures Technology in International Conference on Computational Structures Technology - Proceedings
INDEXADO EM: 
Scopus
Scopus23
TÃTULO: Analysis of discontinuities in geomechanics with joint elements
AUTORES: Barros, MHFM; Rocha, ME;
PUBLICAÇÃO: 1996, FONTE: 3rd International Conference in Computational Structures Technology in ADVANCES IN FINITE ELEMENT TECHNOLOGY
AUTORES: Barros, MHFM; Rocha, ME;
PUBLICAÇÃO: 1996, FONTE: 3rd International Conference in Computational Structures Technology in ADVANCES IN FINITE ELEMENT TECHNOLOGY
INDEXADO EM: 
WOS
WOS24
TÃTULO: A SYMMETRICAL FORMULATION IN NONASSOCIATED PLASTICITY Full Text
AUTORES: BARROS, HF; MARQUES, CMS; MARTINS, RAF;
PUBLICAÇÃO: 1991, FONTE: COMPUTERS & STRUCTURES, VOLUME: 38, NÚMERO: 1
AUTORES: BARROS, HF; MARQUES, CMS; MARTINS, RAF;
PUBLICAÇÃO: 1991, FONTE: COMPUTERS & STRUCTURES, VOLUME: 38, NÚMERO: 1
INDEXADO EM: WOS
WOS