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Beutel J., Thambiratnam D., Perera N.: Cyclic behaviour of concrete filled steel tubular column to steel beam connections; Engineering Structures, 2002.
Braconi A.: Collegamenti trave-colonna a parziale ripristino di resistenza per strutture composte acciaio-calcestruzzo sismoresistenti ad elevata duttilità; Tesi di dottorato in ingegneria delle strutture - XVI ciclo, 2004.
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Calado L., Castiglioni C.A., Bernuzzi C.: Seismic Behaviour of Welded beam-to- column joints: experimental and numerical analysis”; Proc. of the IV Workshop on Connections in Steel Structures, Roanoke (VA), October 2000.
Cheng C., Chang C., Chung L.: Seismic behavior of steel beams and CFT column moment-resisting connections with floor slabs.
Cheng C., Chung L.: Seismic performance of steel beams to concrete-filled steel tubular column connections; Journal of constructional steel research, N.59, 2003.
Cosenza E., Maddaloni G., Magliulo G., Pecce M., Damasco R.: Progetto antisismico di edifici in cemento armato; IUSS PRESS Pavia, 2004.
Da Silva L.S.: Comportamento de ligacoes metalicas; Encontro nacional de construcao metalicas e mista, Porto 20-21 de Novembro, 1997.
Elremaily A., Azizinamini A.: Behavior and strength of circular concrete-filled tube columns; Journal of constructional steel research, N.58 2002.
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Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings; prEN 1992-1-1, December 2003.
Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings; prEN 1993-1-1, December 2003.
Eurocode 3: Design of steel structures - Part 1-8: Design of joints; EN 1995-1-8, May 2005.
Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings; EN 1994-1-1, December 2004.
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Faella C., Piluso V., Rizzano, G.: Modelling of the moment-rotation curve of welded connections: proposals to improve Eurocode 3 Annex J. Proc. XV C.T.A., Riva del Garda, Oct., 1995.
Gioncu V., Mazzolani F.M.: Ductility of seismic resistent steel structures; Spon press London and New York, 2002.
Hajjar J. F.: Concrete Filled Steel Tube Columns Under Earthquake Loads.
Huber G.; Non linear calculations of composite sections and semi-continuos joints;
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Huber G.; Semi-continuos beam-to-column joints at the millenium tower in Vienna, Austria.
Kato B., Structural Design of CFT column to H beam connection, Steel structures N.1, 2001.
Lorenco P.B, Cruz P.J.S., Afonso C.L.M.: Simulacro numerica de ligacoes semi- rigidas submetidas a carregamentos ciclicos; Encontro nacional de construcao metalicas e mista, Porto 20-21 de Novembro, 1997.
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Mele E., Calado L., De Luca A.: Experimental behaviour of beam-to-column welded connections: effect of the panel zone design; Proc. XVII C.T.A., Napoli, Oct., 1999.
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Morino S., Uchikoshi M., Yamaguchi I.: Concrete-Filled Steel Tube Column System-Its Advantages; Steel Structures 1, 2001.
Neves, L.: Comportamento Monotónico e Cíclico de Ligações de Eixo Fraco e Tubulares em Estruturas Metálicas e Mistas Aço-Betão; Tese de Doutouramentos, Universidade de Coimbra, 2004.
Pecce M., Fabbrocino G., Cosenza E.: Le colonne e i telai composti: tecnologia e metodi di analisi; CISM.
Petrini L., Pinto R., Calvi G.M.: Criteri di progettazione antisismica degli edifici, IUSS PRESS Pavia, 2004.
Salvatore W., Braconi A., Bursi O.S., Tremblay, R.: Modelling of a partial-strength beam-to-column joint for high ductile steel-concrete composite MR frames; Proc. of the 13th World Conference on Earthquake Engineering. Vancouver, B.C., Canada, Paper no. 2929, 2004.
Salvatore W., Bursi O.S., Lucchesi D.: Design, testing and analysis of high ductile partial strength steel-concrete composite beam-to-column joints; Submitted for the publication to Computers & Structures, Elsevier, 2004.
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Schneider S.P., Alostaz Y.M.: Experimental Behavior of connections to concrete- filled steel tubes; Journal of constructional steel research, N.45 1998.
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