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A double-decker bus shown in Figure Q2a is to be assessed for its vertical heave response to varying road surface topography when travelling at speed.
A double-decker bus shown in Figure Q2a is to be assessed for its vertical heave
response to varying road surface topography when travelling at speed. Figure Q2b
shows a simplified 2DOF heave model. The model is simplified to two lumped
masses mi and ma which represent the chassis, wheels, and suspension system,
and the main body respectively. Two vertical linear springs of stiffness k, and k2 are
shown, plus three linear dampers with coefficients C1, C2, and c3 respectively to
represent three separate sources of energy dissipation arising from the tres, shock
absorber damping, and vortex shedding from the body. The vertical displacements
of the two masses from their equilibrium position are described by variables z1 and
z2. Variable y(t) describes the vertical input displacement arising from road surface
undulations.
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