Vibration analysis of a beam on a layered transversely isotropic unsaturated subgrade subjected to a moving load
•Governing equations of the beam are established by euler-bernoulli and dynamic unsaturated soil theories.•Equivalent stiffness of the subgrade is obtained in transformed domain based on compatibility conditions.•Solution of the beam-subgrade system is acquired by introducing the inverse fourier tra...
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Published in | Applied mathematical modelling Vol. 121; pp. 204 - 216 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Inc
01.09.2023
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Subjects | |
Online Access | Get full text |
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