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1 Stochastic Structural Dynamics Lecture-8 Dr C S Manohar Department of Civil Engineering Professor of Structural Engineering Indian Institute of Science Bangalore 560 012 India [email protected] Random processes-3

Stochastic Structural Dynamics Lecture-8

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Page 1: Stochastic Structural Dynamics Lecture-8

111

Stochastic Structural Dynamics

Lecture-8

Dr C S ManoharDepartment of Civil Engineering

Professor of Structural EngineeringIndian Institute of ScienceBangalore 560 012 India

[email protected]

Random processes-3

Page 2: Stochastic Structural Dynamics Lecture-8

22

exp

1 exp2

XX XX

XX XX

S R i d

R S i d

Recall

Page 3: Stochastic Structural Dynamics Lecture-8

33

2

1 2 1 22

1 2 12

21 1

22112

Let ( ) be a random process and consider its 1st and 2nd order pdf-s.

1 1; exp ;22

1, ; ,2 1

1exp2 1

XX

XX

XX

X t

x m tp x t x

tt

p x x t tr

x m x

r

Gaussian random process

22 2 1 1 2 2

1221 22

1 2

1 1 2 2 1 1 2 2 12 1 2

2

,; ; ; ; ,X X X X XX

m x m x mr

x xm m t m m t t t r r t t

Page 4: Stochastic Structural Dynamics Lecture-8

44

1

1

1

1 2 1 2

1122

Continuing further, consider time instants and

associated random variables .

Let the jpdf of be given by

, , , ; , , ,

1 1exp ; 1,22

ni i

ni i

ni i

XX X n n

tin

i

n t

X t

X t

p x x x t t t

x S x x i nS

S

1 2

1 2

: & is positive definite.

is said to be a Gaussian random process if the above form of

pdf is true for any and for any cho

j i X i j X j

t

tX X X n

n

X t m t X t m t

Note S S S

m t m t m t

x x x x

X t

n

Definition

1ice of .ni it

Page 5: Stochastic Structural Dynamics Lecture-8

55

1 2

1 2 1 2

1 2 1 2 1 2 1 2

(a) A Gaussian random process is completely specified through its mean and covariance , .

(b) ( ) is stationary & ,

, ; , , ;

( ) is 2nd order

X XX

X X XX XX

XX XX

m t C t t

X t m t m C t t C t t

p x x t t p x x t t

X t

Remarks

SSS is SSS.

(c) A stationary Gaussian random process with zero mean iscompletely described by its autocovariance function or itspdf function.

(d) Linear transformation of Gaussian random processes p

X t

reserve theGaussian nature. Gaussian distributed loads on linear systems produceGaussian distributed responses.

Page 6: Stochastic Structural Dynamics Lecture-8

66

01

Let be a zero mean, stationary, Gaussian random process defined as

cos sin ;

Here ~ 0, , ~ 0, ,

0 ,

n n n n nn

n n n n

n k n

X t

X t a t b t n

a N b N

a a n k b b

Fourier representation of a Gaussian random process

Assumptions

1

0 ,

0 , 1,2, ,

cos sin 0

k

n k

n n n nn

n k

a b n k

X t a t b t

Page 7: Stochastic Structural Dynamics Lecture-8

77

1 1

1 1

2

1

cos sin cos sin

cos sin cos sin

cos

n n n n n n n nn n

n n n n n n n nn m

XX n nn

X t X t a t b t a t b t

a t b t a t b t

R

is a WSS random process.

is Gaussian.

is a SSS process.

X t

X t

X t

Page 8: Stochastic Structural Dynamics Lecture-8

88

1

1

1

2

Consider the psd function

1 cos2

1 cos2

Compare this with

cos

XX n n nn

XX n n nn

XX n n nn

XX n

S S

R S

R S

R

Fourier representation of a Gaussian random process (continued)

1

2By choosing , we see that the two ACF-s2

coincide.

nn

n nn

S

Page 9: Stochastic Structural Dynamics Lecture-8

99

0 5 10 15 20 25 30 35 40 45 500

0.005

0.01

0.015

frequency rad/s

psd

1n n

2Area 2n n nS

01

By discretizing the psd function as shown we can simulatesamples of ( ) using the Fourier representation

cos sin ; n n n n nn

X t

X t a t b t n

Page 10: Stochastic Structural Dynamics Lecture-8

10

Ensemble ofrealizations of randomprocesses can be digitally simulated

10

Page 11: Stochastic Structural Dynamics Lecture-8

11

1

2 22

2

22 2

22 2

2 22 2

Let be an iid sequence of random variables

withP

Psuch that 1.

P P

P P

Var

i iX

X x p

X x qp q

X X x x X x x

x p q

X X x x X x x

x p q

X X X

x p q x p q

x p q x p q

Simple random walk

2 22 2

1

4

p q

x p q p q pq x

Page 12: Stochastic Structural Dynamics Lecture-8

12

1

1 1

2

2

Let be the time axis and let us divide theinterval (0, ) into n subintervals each of width such that

.Define

Var 4

4

n

ii

n n

ii i

tt

tn t t

S t X

S t X p q x

n p q xxt p qt

S t t pq x

xt pqt

Page 13: Stochastic Structural Dynamics Lecture-8

13

0 00 0

00

is known as a simple random walk.( ) is a discrete state, discrete parameter random process.

Consider the limit of 0 as 0

lim lim

and

lim Var lim

x xt t

xt

S tS t

x t

xS t p qt

S t

Remarks

2

00

4 0

In the limit of 0 as 0, ( ) becomesa deterministic function.This is not an interesting limit from probabilistic point of view.

xt

xt pqt

x t S t

Page 14: Stochastic Structural Dynamics Lecture-8

14

2

2

Consider the following limit of the simple random walk0 as 0

with

1 1; 1 ; 12 2

Var

This is an interesting limit!

x t

t tx t p q

S t t

S t t

Wiener Process

Page 15: Stochastic Structural Dynamics Lecture-8

15

The resulting process is known as the Wiener process.This is a process with continuous state and continuous parameter.The process is a Gaussian process (central limit theorem).The process i

Remarks

s nonstationary.If 0, the process is known as a Brownian motion process.

Page 16: Stochastic Structural Dynamics Lecture-8

1616

Random events and Poisson process

1 1 2 2 1 1 2 2

Let ( ) be the number of events occuring randomly in the interval 0, .If there exists probability functions

, , , ; ,

then we say that ( ) is a counting procN NN

N t t

P n t P N t n P n t n t P N t n N t n

N t

ess (discrete state, continuous parameter random process).

Inter-arrival time

time t1t 2t2s1s

Page 17: Stochastic Structural Dynamics Lecture-8

1717

1 1 2 2 1 1

1 1 2 2

( ) is said to be a Poisson process with stationary increments if the following conditions are satisfied

(a)

That is, |

where , & , are

N t

P N t N s n N t N s m P N t N s n

s t s t

Independent arrivals :

1 1 2 2 mutually exclusive and & .

( ) :

( ) 1 ( ) 1 ; 0.

(c) :

( ) 1 & ( ) 1

s t s t

b

P N t dt N t P N t dt h N t h dt

P N t dt N t dt P N t dt N t

Stationary arrival rule

Negligible probability for simultaneous arrivals

0.

Under these conditions it can be shown that

( ) exp ; 0,1,2, , .!

ktP N t k t k

k

1s 2s1t 2t

Page 18: Stochastic Structural Dynamics Lecture-8

1818

, , 0, 1, 1,

0, 1

1,

, , 1 1,

, ,, 1, 1, ,

, , 1,

, exp exp 1

N N N N N

N

N

N N N

N NN N N N

N N N

N n N

P n t dt P n t P dt P n t P dt

P dt dt

P dt dt

P n t dt P n t dt P n t dt

P n t dt P n tP n t P n t P n t P n t

dtd P n t P n t P n tdt

P n t A t t P n

Proof

0

,

This equation can be used to recursively evaluate , by varying as 0,1,2,

t

N

d

P n t nn

Page 19: Stochastic Structural Dynamics Lecture-8

1919

00

0

0

1

Thus with =0, we have

0, exp exp 1,

Clearly, 1, 1 0

0, exp

We have 0,0 0 0 1 counting begins after 0

1 0, expConsider now 1.

1,

t

N N

N

N

N

N

N

n

P t A t t P d

P P N

P t A t

P P N t

A P t tn

P t A

0

10

1

1

exp exp 0,

exp exp exp

exp exp

We have 1,0 0 1 0

0= 1, exp

t

N

t

N

N

t t P d

A t t d

A t t t

P P N

A P t t t

Page 20: Stochastic Structural Dynamics Lecture-8

2020

0 0

Repeating this process for 2,3, we get

, exp ; 0,1,2, ,!

If the stationary arrival rule is relaxed, the above model can bemodified to read as

1, exp!

n

N

nt t

N

n

tP n t t n

n

P n t d dn

Remark

; 0,1,2, ,n

Page 21: Stochastic Structural Dynamics Lecture-8

21

1

Here we construct a random process by viewing it as a superposition of pulsesarriving randomly in time.

counting process

a random pulse that commences at time .

N t

k kk

k k k

X(t) W t,τ

N t

W t,τ τ

Random pulses

1

Consider the subclass

iid sequence of rvs; independent of ;indicate the intensity of the -th event.a deterministic pulse arriving at time ; 0 .

N t

k kk

k k

k k k k

X(t) Y w t,τ

Y τ k kw t,τ τ w t,τ t τ

Page 22: Stochastic Structural Dynamics Lecture-8

22

1 2

1

0

min2

1 2 1 20

2 2 2

0

By imposing the condition , we can write the above equation as

;

It can be shown that

,

,&

N T

k kk

t

X Y

t ,t

XX

t

X

t T

X(t) Y w t,τ T t

m t m w t,τ λ τ d

C t ,t E Y w t ,τ w t ,τ λ τ dτ

σ t E Y w t,τ λ τ dτ

Page 23: Stochastic Structural Dynamics Lecture-8

23

1 2

Consider a random phenomenon E, which occurs as a Poisson processwith constant arrival rate . Let be the times at which the event E occurs. Let be the random variable representin

k

i

t ,t , ,tZ

Example

max

g the intensity measure of E occuring at the time instant .

Let , 1, 2, be an iid sequence with common PDF .

Let be the maximum value of observed

over the time interval 0 .

i

i Z

i

t

Z i P z

Z t Z

,t

Page 24: Stochastic Structural Dynamics Lecture-8

24

max

max

max

max0

0

0

0

Consider

exp!

exp 1

If 1 exp

exp exp

This is the

kZ

Zk

kk

Zk

Z

Z

Z

P Z z | N t k P z

P z P Z z | N t k P N t k

tP z t

k

t P z

P z z z

P z t z z

PDF of a Gumbel RV. The above model has been used to model the maximum earthquake ground acceleration in the time interval 0 to t.

Page 25: Stochastic Structural Dynamics Lecture-8

2525

Let be a random process. In formulating problems of mechanicswe need to differentiate random processes. For example, if ( ) is displacement,we wo

X t

X t

Differentiation and integration of random processes

0

i 1

i+1

uld be interested in velocity and acceleration.Recall: for deterministic functions

lim

By selecting a sequence of -s, of the form ,

such that ,we obtain a sequence of numbe

ni

i

z t z tdzdt

rs

and we seek to determine lim .ii iii

z t z ty y

Page 26: Stochastic Structural Dynamics Lecture-8

2626

When is a random process, the sequence

- , =1,2,

is a sequence of random variables.

ii

i

X t

X t X tY i

What is meant by convergence of a sequenceof random variables?

Page 27: Stochastic Structural Dynamics Lecture-8

2727

There are several valid modes of convergence of random variables.Consequently, the associated calculus also would be built basedon a chosen mode of convergence of random variables.

A sequenceDefinition

1 2

2

of random variables , , , , is said toconverge to the random variable in the mean square sense if

lim 0.

This is denoted by l.i.m. .

The calculus based on this definition of converg

n

in

in

X X XX

X X

X X

ence of rvs iscalled the mean square calculus.This leads to the definition of mean square derivative and mean square integral.

Page 28: Stochastic Structural Dynamics Lecture-8

2828

2 21 2 1 0

1 2 1 2

0

1 2 1 2 1 2

0 2

1 21 2

2

21 2

1 2 1 21 2

Consider

l.i.m.

lim

, , ,lim

,,

Similarly, it can be shown that

,,

& more gen

XX XX XX

XXXX

XXXX

X t X tX t X t X t

X t X t X t X t

R t t R t t R t tt

R t tR t t

t

R t tX t X t R t t

t t

1 2

1 2

1 2

erally,

,n mn mXX

n m n mt t t t

R t td X d Xdt dt t t

Page 29: Stochastic Structural Dynamics Lecture-8

2929

1 2

2

(a) When we say that a random variable existsin the mean square sense?

Answer: when .

(b) Thus for to exist in the mean square sense, itsvariance must be finite. This means,

lim

X

t t t

X

X t

Remarks

21 2

1 2

,.

(c) If ( ) and ( ) are jointly stationary, show that

1

XX

n m n mm XY

n m n m

R t tt t

X t Y t

d X t d Y t d Rdt dt d

Page 30: Stochastic Structural Dynamics Lecture-8

30

Show that for a zero mean, stationaryrandom process, the process and its

derivative are uncorrelated.

1 exp2

1 cos 2

XX XX

XX XX XX

XX

X t

X t

R S i d

S d S S

dR

Example :

1 sin2

0 0

XXXX

XX

RS d

d

X t X t R

Page 31: Stochastic Structural Dynamics Lecture-8

31

1 2 1 2

1 2

1 22 1

2

1 2

1 21 2

22

1 21 2

1 2

: Given , min ,

determine , .

, if

=0 if ,

,

XX

XX

XX

XX

XX

R t t t t

R t t

R t tt t

tt t

R t tU t t

t

R t tt t

t t

Example

Page 32: Stochastic Structural Dynamics Lecture-8

32

1 2 1 2 1 2

1 2

1 21 1 2

2

1 1 2

1 21 1 2

22

1 21 2

1 2

: Given , min ,

determine , .

, if

= + if ,

,

XX

XX

XX

XX

XX

R t t t t t t

R t t

R t tt t t

tt t t

R t tt U t t

t

R t tt t

t t

Example

Page 33: Stochastic Structural Dynamics Lecture-8

33

Area under psd (=variance) .The process is physically unrealizable.Analogous to a concentrated load in mechanicsand an impulse in dynamics.

R I

S I

White noise

Page 34: Stochastic Structural Dynamics Lecture-8

34

Two random processes