Evaluation of the Structural Behavior of Composite Slim-Floor Beams with Openings in the Web

Author:

Mesquita Leonardo C.1ORCID,Marques Marília G.1,Paes José L. R.2

Affiliation:

1. Civil Engineering Course, Institute of Exact and Technological Sciences, Federal University of Viçosa, Rio Paranaíba 38810-000, Brazil

2. Civil Engineering Department, Federal University of Viçosa, Viçosa 36570-900, Brazil

Publisher

MDPI

Reference7 articles.

1. A parametric study of Perfobond rib shear connectors;Oguejiofor;Can. J. Civ. Eng.,1994

2. Verissimo, G.S., Valente, M.I.B., Paes, J.L.R., Cruz, P.J.S., and Fakury, R.H. (2006, January 16–19). Design and experimental analysis of a new shear connector for steel and concrete composite structures. Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management, Porto, Portugal.

3. Paes, J.L.R. (2003). Aportaciones al Análisis del Comportamiento Estructural de Sistema Forjados Mixtos Tipo “Slim floor”. [Ph.D. Thesis, Universitat Politècnica de Catalunya].

4. Lawson, R.M., Mullett, D.L., and Rackham, J.W. (1997). Design of Asymmetric Slimflor Beams Using Deep Composite Decking, The Steel Construction Institute. SCI Publication P175.

5. Leskelä, M.V., and Hopia, J. (2000). Steel Sections for Composite Shallow Floors. Report RLT 0053E, University of Oulu, Structural Engineering Laboratory.

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