Journal of
Faculty of Civil Engineering

CONFERENCE PROCEEDINGS
7^th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2019 , 2019.y., pp. 169-178

	DOI: 10.14415/konferencijaGFS2019.013
	UDC: 624.014.2.078.4
	CC-BY-SA 4.0 license
	Author : Živković, Srđan; Spasojević Šurdilović, Marija; Turnić, Dragana; Nikolić, Vladan
	Summary:
	In this paper the methodology for determination of rotational stiffness of semirigid connections in steel constructions according to EC 3 componential method has been analyzed. By application of this concept the determination of rotational connection response comes down to determination of geometrical characteristics of different connection components, thus this method can be applied to a larger number of different types and configurations of connections at steel constructions. The paper also shows the comparison of this method with research results.
	Keywords:
	steel connections, semi-rigid connections, rotational stiffness, design of joints.