Consider the basic structure of Fig. 2-1a with zero damping and subjected to harmonic excitation at the frequency ratio β = 0.8. Including both steady-state and transient effects, plot the response ratio R(t). Evaluate the response at increments ω△t = 80◦ and continue the analysis for 10 increments.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Consider the basic structure of Fig. 2-1a with zero damping and subjected to harmonic excitation at the frequency ratio β = 0.8. Including both steady-state and transient effects, plot the response ratio R(t). Evaluate the response at increments ω△t = 80◦ and continue the analysis for 10 increments.
3.1 Consider the basic structure of Fig 2-1a with zero damping and subjected to harmonic excitation at the
frequency ratio B=0.8. Including both steady-state and transient effects, plct the response ratio R(t).
Evaluate the response at increments At=80° and continue the analysis for 10 increments.
y(t)
wwwww
k
(a)
TAN MASY
p(t)
Transcribed Image Text:3.1 Consider the basic structure of Fig 2-1a with zero damping and subjected to harmonic excitation at the frequency ratio B=0.8. Including both steady-state and transient effects, plct the response ratio R(t). Evaluate the response at increments At=80° and continue the analysis for 10 increments. y(t) wwwww k (a) TAN MASY p(t)
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