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TÃTULO: Seismic resistant composite steel frames with dissipative devices
AUTORES: Castiglioni, CA; Kanyilmaz, A; Drei, A; Calado, L ; Espihna, M; Goncalves, RM; Rauert, T; Vayas, I;
PUBLICAÇÃO: 2012, FONTE: 7th International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA) in STESSA 2012: PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS

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TÃTULO: Nonlinear dynamic response of dissipative devices for seismic resistant steel frames: Experimental behaviour and numerical simulation
AUTORES: Kanyilmaz, A; Castiglioni, C; Drei, A; Vayas, I; Calado, L ; Rauert, T;
PUBLICAÇÃO: 2011, FONTE: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2011 in ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme

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TÃTULO: Experimental analysis of composite connections using slab made by precast joist with lattice and bricks
AUTORES: Bessa, W; Goncalves, RM; Castiglioni, CA; Calado, L ;
PUBLICAÇÃO: 2010, FONTE: International Colloquium on Stability and Ductility of Steel Structures, SDSS'Rio 2010 in Proceedings of SDSS' Rio 2010: International Colloquium Stability and Ductility of Steel Structures, VOLUME: 1

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TÃTULO: Prediction of the cyclic behavior of moment resistant beam-to-column joints of composite structural elements
AUTORES: Kovacs, N; Dunai, L; Calado, L ;
PUBLICAÇÃO: 2010, FONTE: International Colloquium on Stability and Ductility of Steel Structures, SDSS'Rio 2010 in Proceedings of SDSS' Rio 2010: International Colloquium Stability and Ductility of Steel Structures, VOLUME: 1

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TÃTULO: ANALYSIS OF RECTANGULAR-SHAPED COLLAR CONNECTORS FOR COMPOSITE TIMBER-STEEL-CONCRETE FLOORS: PUSH-OUT TESTS Full Text
AUTORES: Beatrice Faggiano; Anna Marzo; Federico M Mazzolani; Luis M Calado ;
PUBLICAÇÃO: 2009, FONTE: JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT, VOLUME: 15, NÚMERO: 1

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TÃTULO: Experimental vs numerical analysis of collar connectors for composite timber-concrete floors
AUTORES: Marzo, A; Faggiano, B; Calado, L ; Mazzolani, FM;
PUBLICAÇÃO: 2009, FONTE: 1st International Conference on Protection of Historical Buildings (PROHITECH 09) in PROTECTION OF HISTORICAL BUILDINGS - PROHITECH 09, VOL 1 AND 2

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TÃTULO: Seismic behaviour of steel storage racking systems
AUTORES: Castiglioni, CA; Carydis, P; Negro, P; Calado, L ; Degee, H; Rosin, I;
PUBLICAÇÃO: 2009, FONTE: 6th International Conference on Behaviour of Steel Structures in Seismic Areas in STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS

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TÃTULO: A strategy of numerical analysis of space truss connections with stamped bar ends
AUTORES: Souza, ASC; Goncelves, RM; De Nardin, S; Calado, L ;
PUBLICAÇÃO: 2008, FONTE: International Journal of Space Structures, VOLUME: 23, NÚMERO: 3

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TÃTULO: Experimental analysis of rectangular shaped sleeve connectors for composite timber-steel-concrete floors: Bending tests
AUTORES: Calado, L ; Proenca, JM ; Panao, A; Mazzolani, FM; Faggiano, B; Marzo, A;
PUBLICAÇÃO: 2008, FONTE: 6th International Conference on Structural Analysis of Historical Construction in STRUCTURAL ANALYSIS OF HISTORIC CONSTRUCTION: PRESERVING SAFETY AND SIGNIFICANCE, VOLS 1 AND 2, VOLUME: 2

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