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A finite element methodology is described which can handle the transient response of moving structures which are themselves subject to time dependent traveling load fields.
The relation between the induced tilt and the traveling load is formulated, and subsequently it is shown how the deformation modulus is determined by analyzing the induced tilt-loading distance curve, within acceptable engineering accuracy.
A new scheme named the Traveling Load Test is proposed to measure the macroscopic deformation modulus of the floor rock mass in an open pit, covering a volume of rock mass much larger than conventional loading tests.
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The solutions of a stationary ring subjected to traveling loads are also solved for comparison.
A general modal expansion method in which in-plane membrane effects are neglected is adopted to solve for, analytically, the forced response of the shell to harmonic traveling loading.
This paper algebraically analyses an end span of a continuous beam which experiences differential settlement under a traveling point load or, separately, a uniformly distributed load (UDL).
The forced vibration due to a circular traveling line load is then obtained in preparation for the employment of receptance.
Finally, the estimated lifetimes were compared to experimental results of component fatigue tests on full-scale crane runway girder tests with traveling wheel load.
It is found that the perturbation equation of motion of a thin walled beam under a traveling follower load system becomes Hill's equation and that parametrically excited unstable coupled vibration occurs.
Agreement between responses measured in the laboratory and those predicted by the traveling structure-traveling load theory supports the analysis.
A monocable ropeway, such as a tramway or ski lift, is an example of such a traveling structure-traveling load system, and it is modeled herein as an axially moving string that transports an attached discrete mass between two supports.
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