Date

09 May 1984, 1:00 pm - 2:00 pm

Abstract

Foundations under 3 compressors rested on a clay base. With the secondary exciting frequency falling into resonance region, the vibration velocity of foundations reached 8.96 mm/s exceeding the permissible limit. It was reduced to 4.0 mm/s through the use of combined foundation, thus ensuring normal production.

Department(s)

Civil, Architectural and Environmental Engineering

Meeting Name

1st Conference of the International Conference on Case Histories in Geotechnical Engineering

Publisher

University of Missouri--Rolla

Document Version

Final Version

Rights

© 1984 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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May 6th, 12:00 AM

A Case Study on Decreasing Vibration of Machine Foundations and Structures

Foundations under 3 compressors rested on a clay base. With the secondary exciting frequency falling into resonance region, the vibration velocity of foundations reached 8.96 mm/s exceeding the permissible limit. It was reduced to 4.0 mm/s through the use of combined foundation, thus ensuring normal production.