Seoul National University Instructor: Junho Song Dept. of Civil and Environmental Engineering [email protected]
457.646 Topics in Structural Reliability In-Class Material: Class 25
VIII-3. Random fields
~ Random quantity distributed over _______________ field (space or time)
Ex1) Spatial Distribution of Random Ground Motion Intensity)
Ex2) Spatial distribution of material property (Young’s Modulus)
Ex3) Ground acceleration time history x tg( )
e.g.
random process, stochastic process
⇒ ( ) # of random variables
⇒ ( ) representation is required 𝒙𝒙̈𝒈𝒈 (𝒕𝒕)
(Song & Ok, 2010)
𝒕𝒕
( , )
E x y
Seoul National University Instructor: Junho Song Dept. of Civil and Environmental Engineering [email protected]
Discretization of Random field → Random vector
→ v={ ,v1 ,vn}T Random n-vector
[ ] { }
[( )( ) ]
covariance matrix
? where diag[ ]
[ ]
( ) joint PDF of
i
i
i j
v
T
v v
v v
vv v v
E E
D R f
µ
σ ρ
= =
= − −
=
=
=
→
v
vv
v vv v
v
M v
Σ
v M v M
D R D
v v
Theoretical Representation of R.F
( ),
v x x ∈Ω
random field in domain Ω Partial descriptors:µ ( ) x
: mean functionE v x [ ( )]
2
( )
σ x
: variance functionE v [ ( )]
2x − µ
2( ) x
( , )
'ρ x x
: correlation coefficient functionρ
v( ) ( ')xvxFor Gaussian R.F. the above gives a complete specification For Nataf R.F., also specify
F v x
v( ; )
For general RF’s, specify joint PDF of ( ) and ( ) for,
x x , ' ∈Ω
,f
vv( ( ), ( ')) v x v x
e.g. _____________ Random field
~ _____________ does not change over the domain Ω
( )
v x
, x∈Ωµ ( ) x
=2
( ) σ x
=( , )
'ρ x x
=( ; )
F v x
=Seoul National University Instructor: Junho Song Dept. of Civil and Environmental Engineering [email protected] Note; This doesn’t mean
v ( ) x = v
(not constant over the domain)Scenario 1
Scenario 2
1
1.5 1.5
2( ) 1.5
x x
µ µ
µ µ
= =
= =
x
v ( ) x = v
Q: Correlation Function
ρ ( , ) x x
' ←meaning?How to capture this from
ρ ( , ) x x
' ? Correlation length
0
( x dx ) θ =
∞∫ ρ ∆
~ measure of the distance over which significant loss of correlation occurs
Seoul National University Instructor: Junho Song Dept. of Civil and Environmental Engineering [email protected]
Examples
• ( ) exp x
x a
ρ
∆ = −∆ 0
0
exp exp
x d x a
a x a
a θ
∞∞
∆
= − ∆
∆
= − − =
∫
•
2
( ) exp x
2x a
ρ ∆ = − ∆
2 2 0
2 2
exp
1 exp
2
1 2
x d x a
x d x a
a a
θ
π θ
∞
∞
−∞
∆
= − ∆
∆
= − ∆
= ∝
∫
∫