2016
DOI: 10.1016/j.jsv.2016.08.030
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Nonlinear dynamic analysis of damaged Reddy–Bickford beams supported on an elastic Pasternak foundation

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Cited by 21 publications
(2 citation statements)
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“…Numerous papers can be found in the literature which have employed this displacement theory in their analyses. Stojanović and Petković used the Reddy-Bickford beam theory to investigate the geometrically nonlinear free and forced vibration of damaged beams on nonlinear Pasternak foundations [18]. Using numerical schemes, Yesilce and Catal studied the free vibration of semi-rigid connected Reddy-Bickford beams on elastic soil [19,20].…”
Section: Introductionmentioning
confidence: 99%
“…Numerous papers can be found in the literature which have employed this displacement theory in their analyses. Stojanović and Petković used the Reddy-Bickford beam theory to investigate the geometrically nonlinear free and forced vibration of damaged beams on nonlinear Pasternak foundations [18]. Using numerical schemes, Yesilce and Catal studied the free vibration of semi-rigid connected Reddy-Bickford beams on elastic soil [19,20].…”
Section: Introductionmentioning
confidence: 99%
“…There have been a lot of literatures of the plate resting on the Pasternak-type foundation. We can also check the relevant references, such as [28,29]. However, these literatures have great limitations for the moderately thick or thick laminated rectangular plates resting on the elastic foundation which have arbitrary and special boundary conditions.…”
Section: Introductionmentioning
confidence: 99%