Experimental Investigation of the Shear Response of Precast Steel–Concrete Trussed Beams

Author:

Colajanni Piero1,Mendola Lidia La2,Monaco Alessia3

Affiliation:

1. Associate Professor, Univ. of Palermo, Edificio 8, Viale delle Scienze, 90128 Palermo, Italy.

2. Full Professor, Univ. of Palermo, Edificio 8, Viale delle Scienze, 90128 Palermo, Italy.

3. Research Fellow, Dept. of Civil, Environmental, Aerospace and Material Engineering, Univ. of Palermo, Edificio 8, Viale delle Scienze, 90128 Palermo, Italy (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. ACI (American Concrete Institute). (2008). “Bulding code requirements for structural concrete and commentary.” ACI 318M-08 Farmington Hills MI.

2. Aiello M. A. (2008). “Analisi sperimentale della connessione acciaio-calcestruzzo nelle travi reticolari miste (experimental analysis of steel-concrete connection in hybrid truss beams).” Proc. 7th Italian Workshop on Composite Structures Aesse Stampa Benevento Italy 33–42 (in Italian).

3. A novel hybrid system with RC-encased steel joists

4. ASTM. (2009). “Standard guide for installing bonded resistance strain gauges.” ASTM E1237-93 West Conshohocken PA.

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