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Earthquake vibrations along with machine vibrations on its foundation will result in considering
(i) vertical vibration along with horizontal motions unlike in other structures that are in static condition normally.
(ii) There in no possibility of making the foundation block ductile. For normal structures, we do like that. right?
(iii) Precautions to be made more on machines, its spacing or the air gap with outside structures or machines to be increased to avoid causalities due to probable failure of foundation.
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