Journal of
Faculty of Civil Engineering

CONFERENCE PROCEEDINGS
4th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2016 , 2016.y., pp. 549-558

	DOI: 10.14415/konferencijaGFS 2016.056
	UDC: 624.131.382
	CC-BY-SA 4.0 license
	Author : Radišić, Marko; Petronijević, Mira
	Summary:
	In this paper the dynamic interaction of two rigid massless foundations resting on the finite depth soil medium layer. The vertical response of a loaded and unloaded foundation of a layer over a bedrock is calculated by Integral transform method (ITM). This method is based on analytical solution of the Lamé‘s differential equations of motion. A parametric analysis of vertical vibrations as a function of soil depth is carried out using a computer program developed in MATLAB. The obtained results are presented.
	Keywords:
	dynamic soil-structure interaction, group of rigid foundation, layered soil, integral transform method