A further study about the behaviour of f
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Carlos P Filipich; Marta B Rosales
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Article
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2002
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Elsevier Science
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English
β 215 KB
The natural vibrations and critical loads of foundation beams embedded in a soil simulated with two elastic parameters through the Winkler-Pasternak (WP) model are analysed. General end supports of the beam are considered by introducing elastic constraints to transversal displacements and rotations.