1996
DOI: 10.1006/jsvi.1996.0127
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The Effect of a Moving Mass and Other Parameters on the Dynamic Response of a Simply Supported Beam

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Cited by 146 publications
(69 citation statements)
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“…that is associated with the increase in projectile mass. A similar relationship was observed in the studies Esen (2011), Michaltsos et al (1996) and Michaltsos and Kounadis (2001). This can be an expected result that any increase in the mass, increases both inertial and gravitational forces.…”
Section: The Effect Of the Coriolis Force On The Barrel Vibrationssupporting
confidence: 87%
See 1 more Smart Citation
“…that is associated with the increase in projectile mass. A similar relationship was observed in the studies Esen (2011), Michaltsos et al (1996) and Michaltsos and Kounadis (2001). This can be an expected result that any increase in the mass, increases both inertial and gravitational forces.…”
Section: The Effect Of the Coriolis Force On The Barrel Vibrationssupporting
confidence: 87%
“…The effect of a variable velocity load on structures is also significant, and some researchers (Lee, 1996b;Michaltsos, 2002;Wang, 2009;Dyniewicz and Bajer, 2012) have studied the dynamic behaviour of beams under accelerated masses. Inertia effects of the moving mass continue to be a point of interest for bridge dynamics, railroad design and other high-velocity delicate motion processes and some others (Michaltsos et al, 1996;Michaltsos and Kounadis, 2001;Dehestani et al, 2009) have studied the inertial effects of moving masses. The importance of computerized solution of moving mass problems has increased via the usage of computers, and the study (Bulut and Kelesoglu, 2010) has compared numerical methods for response of beams, and another one (Nikkhoo et al, 2007) has studied the modal control of beams under the effect of a travelling mass.…”
Section: Introductionmentioning
confidence: 99%
“…The effects of moving loads on the dynamics of the structures have been widely studied in literature, for example, (Dehestani et al, 2009;Lee, 1996;Michaltsos, 2002;Niaz and Nikkhoo, 2015;Omolofe and Oni, 2015;Wang, 2009) have investigated the subject. For the application to the bridge engineering (Michaltsos et al, 1996) have studied the effect of accelerating vehicles on the bridge beams, considering highway bridges and high speed rail road construction. Some more accurate tools of engineering calculations of the dynamic interaction using FEM have been proposed by (Esen, 2011(Esen, , 2015(Esen, , 2013Kahya, 2012) .…”
Section: Introductionmentioning
confidence: 99%
“…A dynamic Green function approach is used to determine the response of a finite length simply supported Euler-Bernoulli beam subjected to a moving load in [3] and the authors proposed a simple matrix expression for the deflection of the beam. In [4], the effect of a moving mass on the dynamic behavior of a simply supported Euler-Bernoulli beam was studied. The linear finite element analysis was used to investigate dynamic behavior of a simply supported Euler-Bernoulli beam under the act of moving loads by [5][6][7][8].…”
Section: Introductionmentioning
confidence: 99%