E – 1390 Foundation Design for Equipment Vibrations and Seismic Loadings

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Vibrations caused by steady state or transient loads may cause settlement of soils, excessive motions of foundations or structures, or discomfort or distress to personnel. Some basic design factors for dynamic loading are treated in this publication. Design of a foundation system incorporates the equipment loading, subsurface material properties, and geometrical proportions in some analytical procedure.

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