Finite Element Dynamic Analysis Of Non-Uniform Beams On Variable One-Parameter Foundation Subjected To Uniformly Distributed Moving Loads
A general numerical analysis theory capable of describing the behaviour of a non-uniform beam resting on variable one parameter (Winkler) foundation under a uniform partially distributed moving load is developed. The versatile numerical solution technique employed is based on the finite element and...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Zielona Góra
2015-12-01
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| Series: | International Journal of Applied Mechanics and Engineering |
| Subjects: | |
| Online Access: | https://www.ijame-poland.com/Finite-Element-Dynamic-Analysis-Of-Non-Uniform-Beams-On-Variable-One-Parameter-Foundation,167153,0,2.html |