Journal of
Faculty of Civil Engineering

JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 347-352

	DOI: 10.14415/konferencijaGFS2014.046
	UDC: 624.024.7/.8
	CC-BY-SA 4.0 license
	Author : Starčev-Ćurčin, Anka; Lađinović, Đorđe; Rašeta, Andrija; Radujković, Aleksandra
	Summary:
	The design of earthquake-resistant structures requires the use of methods that allow a good insight into the value of seismic requirements (stiffness, strength, ductility and energy dissipation). Only nonlinear analysis methods can quantitatively and qualitatively estimate the level of achieved displacements and deformations, which are the key values for analyzing the seismic safety of a building. The most relevant insight into the nonlinear response of the structure can be obtained by non-linear dynamic analysis. This paper presents the results of the nonlinear dynamic analysis of a multi-storey reinforced concrete frame according to EN 1998-1, exposed to seismic actions using the accelerograms.
	Keywords:
	Time history analysis, rc frame, stiffness, strength, ductility