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457.643 Structural Random Vibrations In-Class Material: Class 19

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457.643 Structural Random Vibrations In-Class Material: Class 19

III-2. Random Vibration Analysis of Linear Structures (contd.)

 Spectral representation of nonstationary process

Used PSD Φ𝑋𝑋(ω) for spectral representation of a stationary process 𝑋(𝑡). What kind of model to use for spectral representation if 𝑋(𝑡) is non-stationary?

Main purpose: describe the change of the frequency content over time 1) Generalized PSD Φ̂𝑋𝑋1, ω2): Fourier transform of 𝜙𝑋𝑋(𝑡1, 𝑡2)

Assuming 𝑋̃(ω) =1 ∫ 𝑋(𝑡)𝑒−∞ −𝑖𝜔𝑡𝑑𝑡 exists in the mean-square sense,

Φ̂𝑋𝑋1, ω2) ≡ E[𝑋̃(ω1)𝑋̃2)]

= 1

(2𝜋)2∫ ∫ E[𝑋(𝑡 1)𝑋(𝑡2)]𝑒−𝑖(𝜔1𝑡1−𝜔2𝑡2)𝑑𝑡1𝑑𝑡2

−∞

−∞

= 1

(2𝜋)2∫ ∫ 𝑒 −𝑖(𝜔1𝑡1−𝜔2𝑡2)𝑑𝑡1𝑑𝑡2

−∞

−∞

Can show (from the formulation for 𝜙𝑋𝑋(𝑡1, 𝑡2) of a linear system) Φ̂𝑋𝑋(𝜔1, 𝜔2) = Φ̂𝐹𝐹(𝜔1, 𝜔2)𝐻(𝜔1)𝐻(𝜔2)

It is also noted that

𝜙𝑋𝑋(𝑡1, 𝑡2) = ∫ ∫ 𝑒 𝑖(𝜔1𝑡1−𝜔2𝑡2)𝑑𝜔1𝑑𝜔2

−∞

−∞

Question: Practical? No, because

 It is difficult to assign physical meaning (two ω’s?)

 The time term does not appear in the PSD although it is important for nonstationary process

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2) Instantaneous PSD Φ𝑖(𝜔, 𝑡) (Page 1952)

𝜙𝑖(𝜏, 𝑡) = E [𝑋 (𝑡 −𝜏

2) 𝑋(𝑡 +𝜏 2)]

Φ𝑖(𝜔, 𝑡) = 1

2𝜋∫ 𝜙 𝑖(𝜏, 𝑡)𝑒−𝑖𝜔𝜏𝑑𝜏

−∞

3) Physical PSD (Mark 1970)

Φ𝑝(𝜔, 𝑡)𝑤 = E [|∫ 𝑤(𝑡 − 𝜏)𝑋(𝜏)𝑒−𝑖𝜔𝜏𝑑𝜏

−∞

|

2

]

where 𝑤(𝑡 − 𝜏) is the “window” function that captures PSD around the time 𝑡 4) Evolutionary PSD (Pristley 1965, 1967)

Let us consider two different versions of inverse FT

 𝑋(𝑡) = ∫−∞ 𝑋̃(𝜔)𝑒𝑖𝜔𝑡𝑑𝜔 Riemann integral

 𝑋(𝑡) = ∫ 𝑒−∞ 𝑖𝜔𝑡𝑑𝑆(𝜔) Stieltjes integral

~ generalization of Riemann integral by use of “increment process” 𝑑𝑆(ω)

※ Increment Process 𝑑𝑆(ω)

(1) Can use Fourier integral even when 𝑋̃(ω) =𝑑𝑆(ω)

𝑑ω does not exist because 𝑑𝑆(ω) is smoother

𝑋(𝑡) = ∫ 𝑒 𝑖𝜔𝑡𝑑𝑆(𝜔)

−∞

-- Fourier-Stieltjes integral

(2) “Orthogonal” increment process 𝑑𝑆(𝜔)

E[𝑑𝑆(𝜔1)𝑑𝑆(𝜔2)] = Φ(𝜔1)𝛿(𝜔1− 𝜔2)𝑑𝜔1𝑑𝜔2

It has been proved that (Lin & Cai 1995), for an orthogonal increment process,

(3)

a) Priestley’s idea (toward “evolutionary” PSD): How about…

𝑋(𝑡) = ∫ 𝐴(𝜔, 𝑡)𝑒𝑖𝜔𝑡𝑑𝑆(𝜔)

−∞

where

 𝐴(ω, 𝑡): frequency-time modulating function

 𝑑𝑆(ω): orthogonal increment process representing a stationary “base”

process 𝑋𝑠(𝑡) = ∫ 𝑒−∞ 𝑖𝜔𝑡𝑑𝑆(𝜔)

b) In this case, the auto-correlation function is derived as 𝜙𝑋𝑋(𝑡1, 𝑡2) = E[𝑋(𝑡1)𝑋(𝑡2)]

= ∫ ∫ 𝐴(𝜔 1, 𝑡1)𝐴(𝜔2, 𝑡2)𝑒𝑖(𝜔1𝑡1−𝜔2𝑡2)E[𝑑𝑆(𝜔1)𝑑𝑆(𝜔2)]

−∞

−∞

= ∫𝐴(𝜔, 𝑡1)𝐴(𝜔, 𝑡2)𝑒𝑖𝜔(𝑡1−𝑡2)Φ𝑆𝑆(𝜔)𝑑𝜔

−∞

Note, for a stationary process:

𝑅𝑋𝑋(𝜏) = ∫ 𝑒 𝑖𝜔𝜏Φ𝑋𝑋(𝜔)𝑑𝜔

−∞

(Note that 𝑋̃(𝜔) does not exist for stationary process) Proof for (→):

𝜙𝑋𝑋(𝑡1, 𝑡2) = E[𝑋(𝑡1)𝑋(𝑡2)]

= ∫ ∫ 𝑒 𝑖𝜔1𝑡1−𝑖𝜔2𝑡2E[𝑑𝑆(𝜔1)𝑑𝑆(𝜔2)]

−∞

−∞

= ∫ ∫ 𝑒𝑖𝜔1𝑡1−𝑖𝜔2𝑡2Φ(𝜔1)𝛿(𝜔1− 𝜔2)𝑑𝜔1𝑑𝜔2

−∞

−∞

= ∫ 𝑒 𝑖𝜔(𝑡1−𝑡2)Φ(𝜔1)𝑑𝜔1

= −∞

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c) For 𝑡1= 𝑡2,

E[𝑋2(𝑡)] = ∫|𝐴(𝜔, 𝑡)|2

−∞

Φ𝑆𝑆(𝜔)𝑑𝜔

Note, for a stationary process:

E[𝑋2] = ∫Φ𝑋𝑋(𝜔)

−∞

𝑑𝜔

Comparing the two equations, |𝐴(𝜔, 𝑡)|2Φ𝑆𝑆(ω) seems to describe the evolution of the spectral representation of the non-stationary process at time 𝑡, so we can…

d) Define “Evolutionary” PSD (EPSD) as Φ(𝜔, 𝑡) = Φ𝑆𝑆(𝜔)|𝐴(𝜔, 𝑡)|2

to describe the evolution of the frequency content over time using the frequency-time modulating function 𝐴(ω, 𝑡)

e) Special case: uniformly modulated evolutionary process

𝐴(𝜔, 𝑡) = 𝐴(𝑡)

In this case, it is noted

𝑋(𝑡) = ∫ 𝐴(𝑡)𝑒𝑖𝜔𝑡𝑑𝑆(𝜔)

−∞

= 𝐴(𝑡) ∫ 𝑒𝑖𝜔𝑡𝑑𝑆(𝜔)

−∞

= 𝐴(𝑡)𝑋𝑠(𝑡)

Φ𝑋𝑋(ω, 𝑡) = |𝐴(𝑡)|2Φ𝑆𝑆(𝜔)

E[𝑋2(𝑡)] = |𝐴(𝑡)|2𝐸[𝑋𝑠2(𝑡)] = |𝐴(𝑡)|2𝐸[𝑋𝑠2] How to determine 𝐴(𝜔, 𝑡)? Examples:

 Kubo & Penzien (1976): Identified 𝐴(𝑡) by statistical analysis of San Fernando earthquake records (Clough & Penzien 1993)

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The “envelope function” 𝐴(𝑡) was identified in the form 𝑎1𝑡 ⋅ exp (−𝑎2𝑡)

 Jangid (2004, EESD): provided an extensive survey of envelope functions and investigated SDOF nonstationary responses

 Other methods for spectral representation of nonstationary processes:

Wavelet transform (Kareem, Spanos, …), Hilbert-Huang transform (with empirical model decomposition; Wen & Gu, 2004, 2009 in JEM), etc.

(6)

f) Input-output relationship when evolutionary PSD is used (to be continued)

참조

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