Article ID Journal Published Year Pages File Type
9640737 Journal of Sound and Vibration 2005 15 Pages PDF
Abstract
This paper deals with the free vibration analysis of a multi-span beam with an arbitrary number of flexible constraints. Each span of the continuous beam is assumed to obey Timoshenko beam theory. Considering the compatibility requirements on each constraint point, the relationships between two adjacent spans can be obtained. By using a transfer matrix method, eigensolutions of the entire system can be determined. Some numerical results are shown to present the effects of support stiffness and locations.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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