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JOURNAL OF FACULTY OF CIVIL ENGINEERING 29, 2016.y., pp. 7-18


RAYLEIGH WAVES-PARAMETRIC ANALYSIS OF CHANGE IN WAVE NUMBER
 
DOI: 10.14415/zbornikGFS29.01
UDC: 537,877
CC-BY-SA 4.0 license
Author : Tadić, Ljiljana
 
 Summary:
 The paper analyzes the dependence of the change wave number of materrials soil constants, ie the frequency of the waves. The starting point in this analysis cosists of wave equation and the discrete dynamic stiffness matrix of soil. The model for to analysis is the horizontally layered soil on rigid base. The program for this analysis is written in MatLab.
 
 Keywords:
 Rayleigh waves, wave number, dynamic stiffness matrices, dimensionless frequency