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.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Wang, Xikang, "A Case Study on Decreasing Vibration of Machine Foundations and Structures" (1984). International Conference on Case Histories in Geotechnical Engineering. 1.
https://scholarsmine.mst.edu/icchge/1icchge/1icchge-theme6/1
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.
