Flexural and shear capacity of composite steel truss and concrete beams with inferior precast concrete base

Author:

Tesser Leopoldo,Scotta Roberto

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference30 articles.

1. Leone S. Procedimenti di calcolo per travi REP (“Method of calculus of REP beams”). Associazione Produttori travi REP (“REP Beams Producers Association”), Milan, March 1972.

2. Indagine teorica e sperimentale sui fenomeni di instabilità flesso-torsionale nelle travi REP (theoretical and experimental investigation on the flexural-torsional buckling phenomena of the REP beams);Papia,1977

3. Relazione sulle prove di push-out atte a determinare le leggi di carico-scorrimento delle travi in sistema composto REP (Report on the push-out tests fit for the determination of load-slip laws of REP composite truss beams);Puhali,1980

4. Giordano G, Spadea G. Stato Ultimo in flessione di travi in cemento armato con doppia armatura tipo REP: ricerca sperimentale (Flexural ultimate state of reinforced concrete beams with double reinforcement REP type: experimental research). Report no. 65, Structural Department of University of Calabria; 1983.

5. Giordano G, Ombres L, Spadea G. Modellazione teorica e controllo sperimentale del comportamento a rottura di travi inflesse di tipo REP (Theoretical modelling and experimental verification of the collapse behaviour of REP type bended beams). L’Industria Italiana del Cemento; 1987. p. 617.

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