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...
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| Format: | Article |
| Language: | English |
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Faculty of civil engineering, Subotica
2016-01-01
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| Series: | Zbornik Radova Građevinskog Fakulteta |
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| Online Access: | http://scindeks-clanci.ceon.rs/data/pdf/0352-6852/2016/0352-68521629007T.pdf |