Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN: 9780190698614
Author: Sadiku, Matthew N. O.
Publisher: Oxford University Press
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Question 4:
Figure 1 shows a block foundation of mass 200 kg supported by two springs of stiffness k = 60
kN/m and a viscous vibration damper with damping coefficient c = 1000 Nm/s. The foundation
carries a 40 kg rotating machine which induced 50 N harmonic forced. The foundation block was
observed to vibrate badly at frequency of 204 rpm. Explain why the foundation block experienced
high vibration phenomena and suggest a solution to reduce half of its vibration amplitude.
Frictionless
wall
中幸
Figure 1: Spring-mass-damper system
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Transcribed Image Text:Question 4: Figure 1 shows a block foundation of mass 200 kg supported by two springs of stiffness k = 60 kN/m and a viscous vibration damper with damping coefficient c = 1000 Nm/s. The foundation carries a 40 kg rotating machine which induced 50 N harmonic forced. The foundation block was observed to vibrate badly at frequency of 204 rpm. Explain why the foundation block experienced high vibration phenomena and suggest a solution to reduce half of its vibration amplitude. Frictionless wall 中幸 Figure 1: Spring-mass-damper system
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