Abstract
This paper presents a new computational approach, namely Multi-layer Moving Plate Method (MMPM), for dynamic analysis of multi-layer connected plate resting on a Pasternak foundation under a moving load. The formulations of multi-layer moving plate element mass, damping and stiffness matrices are derived. To verify the accuracy of the proposed method, the static analysis of plates is investigated. Next, a parametric study is performed to examine the effects of various parameters on the dynamic responses of multi-layer connected plate structure.
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Acknowledgements
This research is funded by Vietnam National Foundation for Science and Technology Development (NAFOSTED) under grant number 107.02-2018.14.
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Cao, T.N.T., Luong, V.H., Nguyen, X.V., Tran, M.T. (2020). Dynamic Analysis of Multi-layer Connected Plate Resting on a Pasternak Foundation Subjected to Moving Load. In: Reddy, J., Wang, C., Luong, V., Le, A. (eds) ICSCEA 2019. Lecture Notes in Civil Engineering, vol 80. Springer, Singapore. https://doi.org/10.1007/978-981-15-5144-4_98
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DOI: https://doi.org/10.1007/978-981-15-5144-4_98
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