Environmental Engineering Reference
In-Depth Information
to the Total Probability Theorem (e.g., Ang and Tang, 2007), the failure probability can be
written as
m
|
0
PF
()
=
PFLPL
i
(
) ()
(7.18)
i
i
=
where L 0 = { Y y 1 }, L i = { y i Y y i +1 } for i = 1, …, m − 1, L m = { Y y m }, P ( F | L i ) is the con-
ditional failure probability given sampling in L i , and P ( L i ) is the probability of the event
L i . P ( F | L i ) is estimated as the fraction of the failure samples in L i . The failure samples are
collected from samples generated by Subset Simulation and are based on the performance
failure criteria (e.g., FS < 1). P ( L i ) is calculated as
PL
()
()
=−
=− =… −
=
1
p
0
0
i
i
+
PL
pp
1
,
i
1
,
,
m
1
(7.19)
i
0
0
PL
()
p
m
m
0
() L When P ( F ), P ( F | L i ), and P ( L i ) are
obtained, the conditional probability P ( L i | F ) is calculated using the Bayes' theorem as
Note that P ( L i L j ) = 0 for i j and
m
P
=
1
i
=
0
i
PF
(|
LPL
PF
)( )
()
i
i
(7. 2 0)
PL F
(
|
)
=
i
The conditional PDF p ( x k | F ) of an uncertain parameter X k is then given by the Total
Probability Theorem as
m
0
px F
(
)
=
p xL
(
FPLF
) (
)
(7. 21)
k
k
i
i
i
=
where p ( x k | L i F ) is the conditional PDF of x k estimated from failure samples that lie in L i
through the histogram. x k is divided into a number of bins (e.g., n b bins), and p ( x k | L i F ) for
x k within a bin j (i.e., Px
(
bin
|
L
∩ , for j = 1, 2, …, n b ) is estimated as
F
)
k
j
i
n
n
ji
fi
px
(|
L
∩≈
FPx in
)
(
|
L
∩=
F
)
(7. 2 2)
k
i
k
j
i
in which n ji is the number of failure samples at the simulation level ' i ' with the x k value
falling into bin j and n i is the total failure sample number at the simulation level ' i '. Using
Equations 7.18, 7.21 , and 7.22 , P ( F ) and p ( x k | F ) can be calculated from Subset Simulation.
P ( F | x k ) is then estimated using Equation 7.12 accordingly. This is further illustrated using a
slope stability analysis example later in Section 7.7.
7.5 SPreaDSheet IMPleMentatIon oF MCS-baSeD
relIabIlItY analYSIS anD DeSIgn
This section implements the MCS-based reliability analysis and design procedures (e.g.,
expanded RBD and probabilistic failure analysis described above) in a spreadsheet
 
 
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