Single Degree of Freedom Models Flashcards
(14 cards)
Harmonic Sinusoidal Motion Equation
x = a*sin(ωt+Φ)
x = acos(ωt) + jsin(ωt)
= a*e^(jωt)
where:
a = x(0)
Basic Equation for SDOF models
x = Ce^(st)
S[1,2] = √(k/m) = ωn
Natural Frequency of a System
ωn = √(k/m)
Free Undamped Vibration of SDOF system
x(t) = x(0)cos(ωnt) + (x(0)/ωn) sin(ωnt)
Damping Ratio Equation
C/Cc = C/(2*√(km))
Damping Ratio of a system
ζ > 1 = Overdamped
ζ = 1 Critically damped
ζ < 1 = Underdamped (oscillatory)
Critical Damping Coefficient
Cc = 2*√(km)
S[1,2] of Damped Free Vibrations
S[1,2] = ωn(-ζ+-√(ζ²-1))
Damped Time Period
Td = 2π/ωd
Damped Natural Frequency
ωd = ωn*√(1-ζ²)
Logarithmic Decrement Equation
Xₒ/Xₙ = e^(nδ)
δ = (1/n) * ln(xₒ/xₙ)
Logarithmic Decrement for ζ < 0.2
δ = 2πζ
Max Velocity from Max Displacement
ẋ = ω * abs(x[max])
Max Acceleration from Max Displacement
ẍ = ω² * abs(x[max])