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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Bibliographic Details
Published inApplied mathematical modelling Vol. 121; pp. 204 - 216
Main Authors Ye, Zi, Ai, Zhi Yong, Chen, Yonghui, Chen, Long
Format Journal Article
LanguageEnglish
Published Elsevier Inc 01.09.2023
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