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A damping patch is shown to behave as a constrained layer damper (CLD) for the bending modes of a tapered cantilevered plate, while behaving as a tuned damper for the sway modes.
This dual nature leads to higher damping capacity for the sway modes than would be otherwise possible using a similar coverage of conventional CLD, at the expense of optimum CLD performance in bending.
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The frame is designed to fail in a purely sway mode as in Fig. 6d.
In this particular case the MF will also fail in a purely sway mode, with the LB tendons remaining elastic or yielding in tension.
Let virtual displacement, corresponding to sway mode, be represented by '∆' at q and r and hinge rotation 'θ' at p, q, r, and s.
In this case the frame will also fail in a purely sway mode, with the wall tendons either remaining elastic or yielding in tension.
Let virtual displacement, corresponding to the sway mode, be represented by '∆' at q and r and hinge rotation 'θ' at p, q, r, and s.
Topology optimization, topography optimization and combinations of both techniques are used to optimize a contact start-stop suspension with respect to torsion, bending and sway mode frequencies.
It should be noted that well-proportioned moment frames of RWMF are designed to fail in a purely sway mode as opposed to involving a beam or combined beam-sway mechanism.
Although the mass-to-stiffness ratio in bearing cartridge pivot and the sway mode of the actuator structure by themselves were at a high enough frequency range, it was observed that the coupling effect in the pivot and actuator structure limited the frequency that it can be achieved.
Although the buckling load factors corresponding to sway and non-sway modes coincide at the optimum design, the non-sway-type asymmetric bifurcation point disappears as a result of geometrically non-linear analysis.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com