@inproceedings{d44d06a82ed84551a83e4f1b233de156,

title = "On the Moving Mass versus Moving Load Problem",

abstract = "In this contribution, a new method for a deflection shape determination of an infinite beam on a visco-elastic foundation traversed by uniformly moving mass is presented. The method invokes the dynamic stiffness matrix concept and for the sake of simplicity the results are shown on Euler-Bernoulli beams. The solution is presented in the context of a review of some methods for solution of uniformly moving mass and load problems on finite and infinite beams. Advantages and disadvantages of these methods are summarized.",

keywords = "Moving load, Moving mass, Eigenvalue expansion, Dynamic stiffness matrix, VISCOELASTIC FOUNDATION, VIBRATION ANALYSIS, BEAMS, FINITE",

author = "Z. Dimitrovova",

year = "2014",

language = "English",

isbn = "978-972-752-165-4",

series = "EURODYN-International Conference on Structural Dynamics",

publisher = "European Association for Structural Dynamics",

pages = "2073--2077",

editor = "A Cunha and E Caetano and P Ribeiro and G Muller",

booktitle = "Proceedings of the 9th International Conference on Structural Dynamic (EURODYN 2014)",

note = "9th International Conference on Structural Dynamics (EURODYN) ; Conference date: 30-06-2014 Through 02-07-2014",

}