COMPARATIVE ANALYSIS OF THE COMPOSITE FLOOR STRUCTURES: TYPES OF SHEAR STUDS AND ROBUSTNESS

Authors

  • Slobodan Miletić Univerzitet Novi Sad, Fakultet Tehničkih Nauka, Departman za građevinarstvo i geodeziju Autor

DOI:

https://doi.org/10.24867/21CG01Miletic

Keywords:

Composite structures, composite floor, composite beams, shear studs, structural robustness

Abstract

The thesis consists calculation of two different types of composite floor structures, the result is comparison of the required quantities of materials for their execution and the selection of a more favorable variant, and ensuring the robustness of the construction as an insurance against progressive collapse.

References

[1] A G J Way, Structural robustness of steel framed buildings, SCI Publicatiom P391
[2] Boris Androić, Darko Dujmović, Ivan Lukačević: Projektiranje spregnutih konstrukcija prema Eurocode 4, „I.A. PROJEKTIRANJE“ Zagreb
[3] Corus International, ComFlor decking system, www.comflor.com
[4] HILTI, Hilti X-HVB system Solutions for shear connections, www.hilti.com
[5] Dennis Lam, Xianghe Dai, Ulrike Kuhlmann, Jochen Raichle, Matthias Braun: Slim-floor construction – design for ultimate limit state
[6] Mark Lawson, Philippe Beguin, Renata Obiala, Matthias Braun: Slim-floor construction using hollow-core and composite decking systems
[7] R M Lawson, D L Mullett, J W Rackham: Design of Asymmetric Slimflor Beams using Deep Composite Decking, SCI PUBLICATION P175
[8] EVROKOD 4, PRORAČUN SPREGNUTIH KONSTRUKCIJA OD ČELIKA I BETONA

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Published

2023-01-09

Issue

Vol. 38 No. 01 (2023): Proceedings of Faculty of Technical Sciences

Section

Civil Engineering