Journal of
Faculty of Civil Engineering

JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 297-302

	DOI: 10.14415/konferencijaGFS2014.039
	UDC: 625.748.28
	CC-BY-SA 4.0 license
	Author : Kovač Striko, Josip; Čeh, Arpad; Tabaković, Dragana
	Summary:
	This paper presents a numerical study of the behavior of reinforced concrete slab of the underground garage. Punching shear strength of column throuht reinforced concrete slab was examined. Results obtained from the model modeled by computer program Tower were compared with the results of separate part of column and slab modeled by the computer program Ansys. Results and their comparative analysis are presented in the paper.
	Keywords:
	Punching shear strength, modeling, Eurocode.