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dc.contributor.authorSinha, Alok
dc.date.accessioned2022-02-04T22:24:11Z
dc.date.available2022-02-04T22:24:11Z
dc.date.copyright9/28/2020 12:00:00 AM
dc.date.issued2020
dc.identifier.issn1555-1415
dc.identifier.othercnd_015_11_111004.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4275495
dc.description.abstractOne-dimensional continuous structures include longitudinal vibration of bars, torsional vibration of circular shafts, and transverse vibration of beams. Using the linear time-varying system theory, algorithms are developed in this paper to compute natural frequencies and mode shapes of these structures with nonuniform spatial parameters (mass distributions, material properties and cross-sectional areas) which can have jump discontinuities. A general numerical approach has been presented to include Dirac-delta functions and their spatial derivatives due to jump discontinuities. Numerical results are presented to illustrate the application of these techniques to the solution of different types of spatial variations of parameters and boundary conditions.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleA New Approach to Compute Natural Frequencies and Mode Shapes of One-Dimensional Continuous Structures With Arbitrary Nonuniformities
dc.typeJournal Paper
dc.journal.volume15
dc.journal.issue11
dc.journal.titleJournal of Computational and Nonlinear Dynamics
dc.identifier.doi10.1115/1.4048360
dc.journal.fristpage0111004-1
dc.journal.lastpage0111004-13
dc.page13
dc.treeJournal of Computational and Nonlinear Dynamics:;2020:;volume( 015 ):;issue: 011
dc.contenttypeFulltext


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