Briefing: Dynamic mode couplings of railway composite track slabs
نویسندگان
چکیده
منابع مشابه
Dynamic Analysis of Railway track
In the present analysis, an infinite Euler– Bernoulli beam of constant cross-section resting on an elastic foundation is considered. The beam and foundation are assumed to be homogeneous and isotropic. The foundation is modeled using one parameter without damping. The beam is subjected to a constant point load moving with a constant speed along the beam. An effort has been made to find the solu...
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v Outline of Thesis vii Author contribution of papers ix Contribution of Thesis xi
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ژورنال
عنوان ژورنال: Proceedings of the Institution of Civil Engineers - Structures and Buildings
سال: 2020
ISSN: 0965-0911,1751-7702
DOI: 10.1680/jstbu.17.00193