2011
DOI: 10.1016/j.jsv.2010.11.011
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Experimental investigations of a multi-span flexible structure subjected to moving masses

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Cited by 30 publications
(10 citation statements)
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“…To model the dynamics of a bridge with a moving vehicle, we consider a beam with a moving point load (Fryba, 1999), as shown in Figure 1. This model has been validated by Stancioiu et al (2011) and is the simplest model that includes the bridge dynamics. Other factors may be included, but that would complicate the system dynamics.…”
Section: The Moving Load Problemmentioning
confidence: 99%
“…To model the dynamics of a bridge with a moving vehicle, we consider a beam with a moving point load (Fryba, 1999), as shown in Figure 1. This model has been validated by Stancioiu et al (2011) and is the simplest model that includes the bridge dynamics. Other factors may be included, but that would complicate the system dynamics.…”
Section: The Moving Load Problemmentioning
confidence: 99%
“…It appears that the classical analysis of the studied system is generally based on an implicit assumption that these twin waves behaviours are found in a squeezed form or are short-lived. However, many numerical and experimental studies on this type of system 1316 have reported colourful eccentric oscillation behaviours. Recent analytical work 8,17 has shown that the moving particle pumping effect can be modelled as multi-octave parametric excitation of the structure modal oscillations.…”
Section: Introductionmentioning
confidence: 99%
“…Results of Michaltsos effort show that while the moving mass is small enough compared to the beam’s mass, the response of the beam under moving mass is not far from beam response to moving load. Stancioiu et al (2011) studied the moving mass problem experimentally for a multi-span flexible structure. Also Fryba (1999) has made a comprehensive study on various kinds of beam and plate vibration problems due to moving loads.…”
Section: Introductionmentioning
confidence: 99%