Resilience-based design (RBD) modelling of civil infrastructure to assess seismic hazards - Seismic Risk Analysis and Management of Civil Infrastructure Systems - page 285

q = 180, b = 0.2

120

100

80

60

80% losses
60% losses
40% losses
20% losses

40

20

0

0 100 200 300

t [months]

(a)

Losses = 60%, b = 0.2

120

100

80

60

40

q = 20

q = 80

q = 180
q

20

= 240

0

0 100 200 300

t [months]

(b)

Losses = 60%, q = 180

120

100

80

60

40

b = 0.01

b = 0.1

20

= 0.2
b = 0.3

b

0

0 100 200

t [months]

300

(c)

11.10 Lognormal probability density recovery function.