Abstract and Applied Analysis

Research Article

Retrofitting Transportation Network Using a Fuzzy Random Multiobjective Bilevel Model to Hedge against Seismic Risk

Table 3

Free flow travel time , practical capacity , and fuzzy random seismic damage scenario of each link.
Link Corresponding nodes Free flow travel time ( ) Practical capacity (n) Fuzzy random seismic damage scenario
1 #1, #2 0.10 72
2 #2, #3 0.08 75
3
4
5
6
7
8
9
10
11 		#1, #5
#2, #5
#2, #6
#3, #4
#4, #6
#6, #7
#5, #7
#6, #8
#7, #19		0.25 87
12 #19, #20 0.10 101
13 #10, #11 0.05 96
14
15
16
17
18
19
20
21
23
25 		#1, #5
#12, #14
#14, #16
#9, #14
#11, #13
#13, #16
#10, #13
#15, #16
#16, #17
#18, #20 		0.30 90
22 #8, #15 0.09 89
24 #17, #18 0.10 84
26
27
29 		#20, #21
#21, #22
#23, #24		0.40 126
28 #22, #23 0.15 96