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Draw the simplified idealization of a damped SDOF system under free vibration with the following properties and initial conditions: M = 2000 kg k = 23,000 N/m C = 500 N-s/m u(0) = 15 mm u'(0) = 17 mm/s Choose only one type of idealization (from the picture below) and be sure to draw both equilibrium position and the initial condition (displaced position). Include all values in the diagram.

Draw the simplified idealization of a damped SDOF system under free vibration with the following properties and initial conditions: M = 2000 kg k = 23,000 N/m C = 500 N-s/m u(0) = 15 mm u'(0) = 17 mm/s Choose only one type of idealization (from the picture below) and be sure to draw both equilibrium position and the initial condition (displaced position). Include all values in the diagram.

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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Draw the simplified idealization of a damped SDOF system under free vibration with the following properties and initial conditions: M = 2000 kg k = 23,000 N/m C = 500 N-s/m u(0) = 15 mm u'(0) = 17 mm/s Choose only one type of idealization (from the picture below) and be sure to draw both equilibrium position and the initial condition (displaced position). Include all values in the diagram. TTTTITT
Transcribed Image Text:Draw the simplified idealization of a damped SDOF system under free vibration with the following properties and initial conditions: M = 2000 kg k = 23,000 N/m C = 500 N-s/m u(0) = 15 mm u'(0) = 17 mm/s Choose only one type of idealization (from the picture below) and be sure to draw both equilibrium position and the initial condition (displaced position). Include all values in the diagram. TTTTITT
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