Sezione 2.1

Appunti sulle Travi Composte in Parziale interazione.

Un esempio di analisi di una trave composta continua in parziale interazione.

APPROFONDIMENTI & CURIOSITA'

IN BIBLIOTECA

- R. P. Johnson: Composite Structures of Steel and Concrete - Volume 1: Beams, Slabs, Columns, and Frames for Buildings, Blackwell Scientific Publications (Oxford, UK)

DALLA RETE

- Martinelli E., Nguyen Q.-H., Hjiaj M. (2012): Dimensionless formulation and comparative study of analytical models for composite beams in partial interaction Journal of Constructional Steel Research, Volume 75, August 2012, Pages 21–31 (scaricabile gratuitamente dai pc di UniSA);

- Martinelli E., Faella C., Di Palma G. (2012): Shear-Flexible Steel-Concrete Composite Beams in Partial Interaction: Closed-Form “Exact” Expression of the Stiffness Matrix ASCE Journal of Engineering Mechanics, Volume 138, Issue 2, February 2012, Pages 151–163 (scaricabile gratuitamente dai pc di UniSA);

- Nguyen Q.-H., Martinelli E., Hjiaj M. (2011): Derivation of the exact stiffness matrix for a two-layer Timoshenko beam element with partial interaction Engineering Structures, Volume 33, Issue 2, February 2011, Pages 298–307 (scaricabile gratuitamente dai pc di UniSA);

- Faella C., Martinelli E., Nigro E. (2010): Steel–concrete composite beams in partial interaction: Closed-form “exact” expression of the stiffness matrix and the vector of equivalent nodal forces Engineering Structures, Volume 32, Issue 9, September 2010, Pages 2744–2754 (scaricabile gratuitamente dai pc di UniSA);

- Faella C., Martinelli E., Nigro E. (2002): Steel and concrete composite beams with flexible shear connection: “exact” analytical expression of the stiffness matrix and applications Computers & Structures, Volume 80, Issue 11, May 2002, Pages 1001-1009 (scaricabile gratuitamente dai pc di UniSA);


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