2008
DOI: 10.4314/jonamp.v9i1.40037
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Dynamic behaviour of non-uniform Bernoulli-Euler beams subjected to concentrated loads travelling at varying velocities.

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Cited by 4 publications
(6 citation statements)
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“…These elastic structures are very useful in many fields of research, thus their dynamic behaviours when under the action of travelling loads of different forms have received extensive attention in the open literature [ Oni and Omolofe (2005a), Hassan et al (2016), Omolofe (2013), Ismail (2015)]. When these important engineering structures are resting on an elastic foundation, the structure-foundation interaction effects play significant roles in their response behaviour and alter the dynamic states of B. Omolofe a T.O.…”
Section: Introductionmentioning
confidence: 99%
“…These elastic structures are very useful in many fields of research, thus their dynamic behaviours when under the action of travelling loads of different forms have received extensive attention in the open literature [ Oni and Omolofe (2005a), Hassan et al (2016), Omolofe (2013), Ismail (2015)]. When these important engineering structures are resting on an elastic foundation, the structure-foundation interaction effects play significant roles in their response behaviour and alter the dynamic states of B. Omolofe a T.O.…”
Section: Introductionmentioning
confidence: 99%
“…They used normal-mode analysis to treat structure-load interaction problem. Much later, Oni and Omolofe, [31] investigated the dynamic behaviour of non-uniform Bernoulli-Euler beams subjected to concentrated loads travelling at varying velocities. In their study, they obtained analytical solution of the equation describing the motion and general behaviour of the vibrating system.…”
Section: Introductionmentioning
confidence: 99%
“…For these boundary conditions, the response amplitudes are lower than those of the simply supported boundary conditions. Other researchers who have worked on transverse motions under moving load of beams with nonuniform cross-sections include [14][15][16][17]. However, the scope of their consideration does not cover the wide range of application areas often encountered in engineering practice.…”
Section: Introductionmentioning
confidence: 99%