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dynamic foundations

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A good document on the subject is available on the internet from the U.S. Army Corps of Engineers entitled "Design for Equipment Vibrations and Seismic Loadings" (Document No. TM 5-818-1 / AFM 88-3).

Apparently the method is based on the work by Richart. There are some gray areas and *possibly* some typos in the document. If someone has used the document, it will be interesting to get a feedback.

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