2002
DOI: 10.1006/jsvi.2001.3976
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Dynamic Stability of Stepped Beams Under Moving Loads

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Cited by 24 publications
(10 citation statements)
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“…Recently, the stability of periodic structures witb moving loads has triggered a great deal of attention. Aldraihem and Baz studied the dynamic stability of periodic stepped beams under moving loads using tbe finite element metbod [17,18], and Ruzzene and Baz investigated the steady-state response of axisymmetric shells with periodic stiffeners [19]. Using the band gaps to control the propagation of vibration tbrough a pipe conveying fluid has been carried out extensively [20][21][22][23][24].…”
Section: Introductionmentioning
confidence: 99%
“…Recently, the stability of periodic structures witb moving loads has triggered a great deal of attention. Aldraihem and Baz studied the dynamic stability of periodic stepped beams under moving loads using tbe finite element metbod [17,18], and Ruzzene and Baz investigated the steady-state response of axisymmetric shells with periodic stiffeners [19]. Using the band gaps to control the propagation of vibration tbrough a pipe conveying fluid has been carried out extensively [20][21][22][23][24].…”
Section: Introductionmentioning
confidence: 99%
“…OJ Aldraihen and A Baz [1] investigated the dynamic stability of stepped beams carrying masses. The impulsive parametric excitation theory is used to predict the stability of the beam when subjected to periodic parametric excitations and obtaining the stability boundaries of a simply supported beam.…”
Section: Introductionmentioning
confidence: 99%
“…Mackertich [28] used the same approach in the case of a Timoshenko beam. Using the impulsive parametric excitation theory, Aldraihem and Baz [29] investigated dynamic stability of a stepped beam subjected to periodic parametric excitations caused by moving mass crossing. Verichev and Metrikine [30] studied a similar stability problem for a beam lying on a periodically inhomogeneous continuous foundation using perturbation analysis.…”
mentioning
confidence: 99%