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TÍTULO: I.11.47: A risk‐consistent approach to determine behavior factors for innovative steel lateral load resisting systems
AUTORES: Dimitrios Vamvatsikos; Carlo Castiglioni; Konstantinos Bakalis; Luis Calado; Mario D'Aniello; Hervé Degee; Benno Hoffmeister; Marius Pinkawa; Jorge Miguel Proenca; Alper Kanyilmaz; Francesco Morelli; Aurel Stratan; Ioannis Vayas;
PUBLICAÇÃO: 2017, FONTE: ce/papers, VOLUME: 1, NÚMERO: 2-3
INDEXADO EM: CrossRef: 4
12
TÍTULO: Cyclic tests of beam-upright connections in racking systems with a new hybrid procedure
AUTORES: Calado, L ; Castiglioni, CA; Drei, A;
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
INDEXADO EM: WOS CrossRef
13
TÍTULO: Innovative energy dissipation systems (FUSEIS 1)
AUTORES: Dimakogianni, D; Dougka, G; Karydakis, P; Vayas, I; Calado, L ; Castiglioni, CA;
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
INDEXADO EM: WOS CrossRef: 1
14
TÍTULO: 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
INDEXADO EM: WOS
15
TÍTULO: 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
INDEXADO EM: Scopus
16
TÍTULO: 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
INDEXADO EM: WOS
17
TÍTULO: Cyclic behaviour of steel beam-to-column joints with a concrete slab
AUTORES: Castiglioni, CA; Bernuzzi, C; Calado, L ;
PUBLICAÇÃO: 2000, FONTE: 3rd International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA 2000) in BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS
INDEXADO EM: WOS
18
TÍTULO: Behaviour of steel beam-to-column joints under cyclic reversal loading: An experimental study
AUTORES: Calado, L ; Castiglioni, CA; Bernuzzi, C;
PUBLICAÇÃO: 1998, FONTE: 5th International Colloquium on Stability and Ductility of Steel Structures in STABILITY AND DUCTILITY OF STEEL STRUCTURES
INDEXADO EM: WOS CrossRef
19
TÍTULO: Low cycle fatigue behaviour of structural steel members and connections  Full Text
AUTORES: Ballio, G; Calado, L ; Castiglioni, CA;
PUBLICAÇÃO: 1997, FONTE: FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, VOLUME: 20, NÚMERO: 8
INDEXADO EM: Scopus WOS CrossRef
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TÍTULO: Ductility and load carrying capacity prediction of steel beam-to-column connections under cyclic reversal loading  Full Text
AUTORES: Claudio Bernuzzi; Luts Calado; Carlo A Castiglioni;
PUBLICAÇÃO: 1997, FONTE: Journal of Earthquake Engineering, VOLUME: 1, NÚMERO: 2
INDEXADO EM: Scopus CrossRef: 16
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