Rayleigh waves-parametric analysis of change in wave number
The paper analyzes the dependence of the change wave number of materials soil constants, ie the frequency of the waves. The starting point in this analysis consists of wave equation and the discrete dynamic stiffness matrix of soil. The model for to analysis is the horizontally layered soil on rigid...
Main Author: | |
---|---|
Format: | Article |
Language: | English |
Published: |
Faculty of civil engineering, Subotica
2016-01-01
|
Series: | Zbornik Radova Građevinskog Fakulteta |
Subjects: | |
Online Access: | http://scindeks-clanci.ceon.rs/data/pdf/0352-6852/2016/0352-68521629007T.pdf |
_version_ | 1811327008686211072 |
---|---|
author | Tadić Ljiljana |
author_facet | Tadić Ljiljana |
author_sort | Tadić Ljiljana |
collection | DOAJ |
description | The paper analyzes the dependence of the change wave number of materials soil constants, ie the frequency of the waves. The starting point in this analysis consists 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. |
first_indexed | 2024-04-13T14:58:58Z |
format | Article |
id | doaj.art-6805e57f307e4e88bdadf00ab84759aa |
institution | Directory Open Access Journal |
issn | 0352-6852 2334-9573 |
language | English |
last_indexed | 2024-04-13T14:58:58Z |
publishDate | 2016-01-01 |
publisher | Faculty of civil engineering, Subotica |
record_format | Article |
series | Zbornik Radova Građevinskog Fakulteta |
spelling | doaj.art-6805e57f307e4e88bdadf00ab84759aa2022-12-22T02:42:21ZengFaculty of civil engineering, SuboticaZbornik Radova Građevinskog Fakulteta0352-68522334-95732016-01-012016297180352-68521629007TRayleigh waves-parametric analysis of change in wave numberTadić Ljiljana0University of Novi Sad, Faculty of Civil Engineering, Subotica, SerbiaThe paper analyzes the dependence of the change wave number of materials soil constants, ie the frequency of the waves. The starting point in this analysis consists 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.http://scindeks-clanci.ceon.rs/data/pdf/0352-6852/2016/0352-68521629007T.pdfRayleigh waveswave numberdynamic stiffness matricesdimensionless frequency |
spellingShingle | Tadić Ljiljana Rayleigh waves-parametric analysis of change in wave number Zbornik Radova Građevinskog Fakulteta Rayleigh waves wave number dynamic stiffness matrices dimensionless frequency |
title | Rayleigh waves-parametric analysis of change in wave number |
title_full | Rayleigh waves-parametric analysis of change in wave number |
title_fullStr | Rayleigh waves-parametric analysis of change in wave number |
title_full_unstemmed | Rayleigh waves-parametric analysis of change in wave number |
title_short | Rayleigh waves-parametric analysis of change in wave number |
title_sort | rayleigh waves parametric analysis of change in wave number |
topic | Rayleigh waves wave number dynamic stiffness matrices dimensionless frequency |
url | http://scindeks-clanci.ceon.rs/data/pdf/0352-6852/2016/0352-68521629007T.pdf |
work_keys_str_mv | AT tadicljiljana rayleighwavesparametricanalysisofchangeinwavenumber |