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A vibrating system of mass 20 kg and spring with stiffness 32 N/mm is viscosity damped so that the ratio of two consecutive amplitudes is 1.00 to 0.91. Determine the natural frequency of the undamped system (a) (b) (c) (d) (e) the logarithmic decrement the damping ratio the damped coefficient the damped natural frequency

A vibrating system of mass 20 kg and spring with stiffness 32 N/mm is viscosity damped so that the ratio of two consecutive amplitudes is 1.00 to 0.91. Determine the natural frequency of the undamped system (a) (b) (c) (d) (e) the logarithmic decrement the damping ratio the damped coefficient the damped natural frequency

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A vibrating system of mass 20 kg and spring with stiffness 32 N/mm is viscosity damped so that the ratio of two consecutive amplitudes is 1.00 to 0.91. Determine (a) (b) (c) (d) (e) the natural frequency of the undamped system the logarithmic decrement the damping ratio the damped coefficient the damped natural frequency
Transcribed Image Text:A vibrating system of mass 20 kg and spring with stiffness 32 N/mm is viscosity damped so that the ratio of two consecutive amplitudes is 1.00 to 0.91. Determine (a) (b) (c) (d) (e) the natural frequency of the undamped system the logarithmic decrement the damping ratio the damped coefficient the damped natural frequency
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