2014
DOI: 10.1016/j.mechrescom.2013.10.009
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Vibration of a thin rectangular plate subjected to series of moving inertial loads

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Cited by 69 publications
(33 citation statements)
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“…Malekzadeh and Monajjemzadeh [83] studied the effect of thermal environment on the dynamic response of functionally graded plates under moving loads. Nikkhoo et al [84] investigated the elastodynamic response of an undamped Kirchhoff plate excited by multiple moving inertial loads.…”
mentioning
confidence: 99%
“…Malekzadeh and Monajjemzadeh [83] studied the effect of thermal environment on the dynamic response of functionally graded plates under moving loads. Nikkhoo et al [84] investigated the elastodynamic response of an undamped Kirchhoff plate excited by multiple moving inertial loads.…”
mentioning
confidence: 99%
“…In the aforementioned, the analytical solution to the problem would hardly exist (Frýba, (1999)). In order to handle the plate vibration problems excited by the moving loads, numerical (Wu, (2003(Wu, ( , 2005; De Faria and Oguamanam(2004); Mohebpour et al(2011);Esen,(2013)) or semi-analytical methods (Shadnam et al(2001); Rofooei and Nikkhoo (2009) ;Ghafoori et al(2011); Nikkhoo and Rofooei (2012); Vaseghi ; Nikkhoo et al(2014)) could be utilized. Amongst semi-analytical approaches, eigenfunction expansion method has been widely employed.…”
Section: Introductionmentioning
confidence: 99%
“…However, the main body of their parametric studies was confined to a simply supported plate. Nikkhoo et al (2014) studied the resonance of a single span rectangular plate due to multiple opposing masses. The complex analytical handling of the plate natural mode-shapes could be mentioned as the main deficiency in utilizing the eigenfunction expansion method for non-simply supported plates.…”
Section: Introductionmentioning
confidence: 99%
“…There are several research works in the existing literature on the mathematical solution of a uniform plate vibration [17][18][19][20][21][22][23]. Shadnam et al [24] investigated the dynamic behavior of uniform thin rectangular plates under the influence of relatively large traveling masses by employing the modal expansion method.…”
Section: Introductionmentioning
confidence: 99%