Journal of
Faculty of Civil Engineering

JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 425-431

	DOI: 10.14415/konferencijaGFS2014.058
	UDC: 699.841:624.131.385
	CC-BY-SA 4.0 license
	Author : Marjanović, Miloš; Petronijević, Mira; Vukićević, Mirjana; Jocković, Sanja
	Summary:
	This paper presents the results of dynamic response analysis of earthquake induced ground surface motions along future Belgrade metro line. Soil properties were obtained from existing geotechnical documentation. Analysis was performed using one dimensional (1D) equivalent linear approximation of nonlinear response, induced by vertically propagating SH-waves. Soil is represented as the layered half-space with different layer properties and viscoelastic behavior. Comparative analysis for two chosen earthquakes with different frequency spectrum is presented and appropriate conclusions were made.
	Keywords:
	Wave propagation, layered half-space, equivalent linear approximation of nonlinear response, Belgrade metro, earthquake engineering