In designing structures in an earthquake-prone region, how should the natural frequencies of oscillation of a structure relate to typical earthquake frequencies? Why? Should the structure have a large or small amount of damping?
In designing structures in an earthquake-prone region, how should the natural frequencies of oscillation of a structure relate to typical earthquake frequencies? Why? Should the structure have a large or small amount of damping?
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In designing structures in an earthquake-prone region, how
should the natural frequencies of oscillation of a structure relate to typical
earthquake frequencies? Why? Should the structure have a large or
small amount of damping?
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