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This change in static load moves the payload away from its intended region of low stiffness.
When the load moves faster than Vminphthe pattern becomes wave-like and substantially asymmetric.
The damper's response increases as the load approaches the damper, and then decreases as the load moves away.
As a harmonic load moves along the rail, vibration wave are generated in the rail ahead and behind the load.
As the Hertzian load moves over the crack mouth, a transition from fluid "pressurization" to fluid "entrapment" is observed.
The load moves at a constant velocity along the beam, displaying a harmonic-varying magnitude in time, defined in terms of mean value, amplitude and frequency of oscillation.
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LOWER THE BOOM & RAISE THE LOAD Move load at steady height away from crane.
RAISE THE BOOM & LOWER THE LOAD Move load at steady height closer to crane.
According to this method, during load moving, the deflection basins at load-acting points are similar to each other.
The track is subjected to a harmonic load moving with a constant velocity.
Open image in new window Fig. 17 Decay rate of rail vibration wave ahead a load moving at 100 m/s.
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CEO of Professional Science Editing for Scientists @ prosciediting.com