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Amplitude (mm) Amplitude (mm) 15 0.5 Amplitude (mm) 3. (1 punto) Se monitoreo la vibración de un sistema dinámico en 4 situaciones diferentes. obteniendo las siguientes grabaciones de desplazamiento en el tiempo. Relacione cada Vibration (mm) caso con un espectro en frecuencia correspondiente 1.0 0.5 0.0 -0.5 -1.0 0.0 Case 1 0.5 Time (s) Case 2 0.5 Case 3 Case 4 M 10 0.0 10 0.0 Time (s) 0.5 Time (s) 1.0 0.0 0.5 Time (s) 1.0 Opción: Option (A) 2 Amplitude (mm) 0.50 0.25- 0.00 1.0 0 0 10 Frequency (Hz) Option (E) 10 Frequency (Hz) Option (1) Amplitude (mm) Amplitude (mm) 10 1.0 0.5 5 0.5 0.0 0 Option (B) 10 Frequency (Hz) Option (F) Amplitude (mm) Amplitude (mm) Option (C) Option (D) Amplitude (mm) 1.0 0.5 0.0 0 10 0 10 Frequency (Hz) Frequency (Hz) Option (G) 0.0- 0 10 Frequency (Hz) Option (J) 0 10 Frequency (Hz) Option (K) 1.0 0.5- Amplitude (mm) Amplitude (mm) 0.0 0 10 Frequency (Hz) Option (M) 0.0 1.0 0 10 Frequency (Hz) Option (N) 0 10 Frequency (Hz) Option (O) Amplitude (mm) 15 0.5 0.0- 0 10 0 Frequency (Hz) Amplitude (mm) 10 Frequency (Hz) 0 10 Frequency (Hz) Amplitude (mm) 0 Amplitude (mm) 1.0 0.5 00 0.0 Amplitude (mm) 0 Option (H) 10 Frequency (Hz) Opción (L) 0 10 Frequency (Hz) Option (P) 10 Frequency (Hz)

Amplitude (mm) Amplitude (mm) 15 0.5 Amplitude (mm) 3. (1 punto) Se monitoreo la vibración de un sistema dinámico en 4 situaciones diferentes. obteniendo las siguientes grabaciones de desplazamiento en el tiempo. Relacione cada Vibration (mm) caso con un espectro en frecuencia correspondiente 1.0 0.5 0.0 -0.5 -1.0 0.0 Case 1 0.5 Time (s) Case 2 0.5 Case 3 Case 4 M 10 0.0 10 0.0 Time (s) 0.5 Time (s) 1.0 0.0 0.5 Time (s) 1.0 Opción: Option (A) 2 Amplitude (mm) 0.50 0.25- 0.00 1.0 0 0 10 Frequency (Hz) Option (E) 10 Frequency (Hz) Option (1) Amplitude (mm) Amplitude (mm) 10 1.0 0.5 5 0.5 0.0 0 Option (B) 10 Frequency (Hz) Option (F) Amplitude (mm) Amplitude (mm) Option (C) Option (D) Amplitude (mm) 1.0 0.5 0.0 0 10 0 10 Frequency (Hz) Frequency (Hz) Option (G) 0.0- 0 10 Frequency (Hz) Option (J) 0 10 Frequency (Hz) Option (K) 1.0 0.5- Amplitude (mm) Amplitude (mm) 0.0 0 10 Frequency (Hz) Option (M) 0.0 1.0 0 10 Frequency (Hz) Option (N) 0 10 Frequency (Hz) Option (O) Amplitude (mm) 15 0.5 0.0- 0 10 0 Frequency (Hz) Amplitude (mm) 10 Frequency (Hz) 0 10 Frequency (Hz) Amplitude (mm) 0 Amplitude (mm) 1.0 0.5 00 0.0 Amplitude (mm) 0 Option (H) 10 Frequency (Hz) Opción (L) 0 10 Frequency (Hz) Option (P) 10 Frequency (Hz)

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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The vibration of a dynamic system was monitored in 4 different scenarios, obtaining the following displacement recordings over time. Match each case with its corresponding frequency spectrum.

Case 1, Case 2, Case 3, Case 4: (Displacement vs Time graphs shown for each case)

Options:
(Frequency vs Amplitude graphs labeled from Option A to Option P)

Amplitude (mm) Amplitude (mm) 15 0.5 Amplitude (mm) 3. (1 punto) Se monitoreo la vibración de un sistema dinámico en 4 situaciones diferentes. obteniendo las siguientes grabaciones de desplazamiento en el tiempo. Relacione cada Vibration (mm) caso con un espectro en frecuencia correspondiente 1.0 0.5 0.0 -0.5 -1.0 0.0 Case 1 0.5 Time (s) Case 2 0.5 Case 3 Case 4 M 10 0.0 10 0.0 Time (s) 0.5 Time (s) 1.0 0.0 0.5 Time (s) 1.0 Opción: Option (A) 2 Amplitude (mm) 0.50 0.25- 0.00 1.0 0 0 10 Frequency (Hz) Option (E) 10 Frequency (Hz) Option (1) Amplitude (mm) Amplitude (mm) 10 1.0 0.5 5 0.5 0.0 0 Option (B) 10 Frequency (Hz) Option (F) Amplitude (mm) Amplitude (mm) Option (C) Option (D) Amplitude (mm) 1.0 0.5 0.0 0 10 0 10 Frequency (Hz) Frequency (Hz) Option (G) 0.0- 0 10 Frequency (Hz) Option (J) 0 10 Frequency (Hz) Option (K) 1.0 0.5- Amplitude (mm) Amplitude (mm) 0.0 0 10 Frequency (Hz) Option (M) 0.0 1.0 0 10 Frequency (Hz) Option (N) 0 10 Frequency (Hz) Option (O) Amplitude (mm) 15 0.5 0.0- 0 10 0 Frequency (Hz) Amplitude (mm) 10 Frequency (Hz) 0 10 Frequency (Hz) Amplitude (mm) 0 Amplitude (mm) 1.0 0.5 00 0.0 Amplitude (mm) 0 Option (H) 10 Frequency (Hz) Opción (L) 0 10 Frequency (Hz) Option (P) 10 Frequency (Hz)
Transcribed Image Text:Amplitude (mm) Amplitude (mm) 15 0.5 Amplitude (mm) 3. (1 punto) Se monitoreo la vibración de un sistema dinámico en 4 situaciones diferentes. obteniendo las siguientes grabaciones de desplazamiento en el tiempo. Relacione cada Vibration (mm) caso con un espectro en frecuencia correspondiente 1.0 0.5 0.0 -0.5 -1.0 0.0 Case 1 0.5 Time (s) Case 2 0.5 Case 3 Case 4 M 10 0.0 10 0.0 Time (s) 0.5 Time (s) 1.0 0.0 0.5 Time (s) 1.0 Opción: Option (A) 2 Amplitude (mm) 0.50 0.25- 0.00 1.0 0 0 10 Frequency (Hz) Option (E) 10 Frequency (Hz) Option (1) Amplitude (mm) Amplitude (mm) 10 1.0 0.5 5 0.5 0.0 0 Option (B) 10 Frequency (Hz) Option (F) Amplitude (mm) Amplitude (mm) Option (C) Option (D) Amplitude (mm) 1.0 0.5 0.0 0 10 0 10 Frequency (Hz) Frequency (Hz) Option (G) 0.0- 0 10 Frequency (Hz) Option (J) 0 10 Frequency (Hz) Option (K) 1.0 0.5- Amplitude (mm) Amplitude (mm) 0.0 0 10 Frequency (Hz) Option (M) 0.0 1.0 0 10 Frequency (Hz) Option (N) 0 10 Frequency (Hz) Option (O) Amplitude (mm) 15 0.5 0.0- 0 10 0 Frequency (Hz) Amplitude (mm) 10 Frequency (Hz) 0 10 Frequency (Hz) Amplitude (mm) 0 Amplitude (mm) 1.0 0.5 00 0.0 Amplitude (mm) 0 Option (H) 10 Frequency (Hz) Opción (L) 0 10 Frequency (Hz) Option (P) 10 Frequency (Hz)
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