The simple method of dynamic visco-elastic analysis of road structure. on rheological foundation
In contrast to computationally advanced methods of road pavement dynamic analysis, the one-dimensional, simple method is derived on the basis of visco-elastic simple beam lying on generalized Winkler visco-elastic foundation. By virtue of least square method the visco-elastic constants could be est...
Main Authors: | Sławomir Karaś, Magdalena Sawecka |
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Format: | Article |
Language: | English |
Published: |
Lublin University of Technology
2009-06-01
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Series: | Budownictwo i Architektura |
Subjects: | |
Online Access: | https://ph.pollub.pl/index.php/bia/article/view/2335 |
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