PSI - Issue 78

Matteo Tatangelo et al. / Procedia Structural Integrity 78 (2026) 73–80

78

CC1

CC2

CC3

CC4

a)

b)

c)

d)

e)

f)

g)

h)

i)

j)

k)

l)

Fig. 3. ̅ , based on =0.6, =1 and a-d) =1.0 , e-h) =2.1 , i-l) =2.5

Fig. 4. Flowchart for calculating the seismic target reliability index ̅ ,