PSI - Issue 44
Giovanni Tondo et al. / Procedia Structural Integrity 44 (2023) 243–250
248
Giovanni Tondo et al. / Structural Integrity Procedia 00 (2022) 000–000
6
8 Roofing system
0 15 0 0 0 5
25 25 25
45 45 45
0.5÷1.5 22,5
11,3 11,3
7,5
22,5 11,3
0 0 0
0
7,5
11,3 11,3
0 0 0
0 0 0
9 Details
0.25 1.00
11,3
11,3
11,3
0 0
10 As built condition
0
0
0
0
0
0
I *
vf = Σ C vi x p i =
214
180
199
214
76
158
84
180
65
65
Table 5. Vulnerability Indices obtained by applying the RVS methodology proposed by GNDT (1994). Parameters Class ( C i ) Weight ( p i ) 1 2 3 4 5 6 7 8 9 10 A B C D Type and 0 5 20 45 1.00 45 45 45 45 5 45 5 45 5 5
configuration of resisting system Resisting system quality
0 5
25
45
0.25
11,3
11,3
11,3
11,3
0
11,3
0
11,3
0
0
Conventional resistance
0 5
25
45
1.50
37,5
37,5
67,5
67,5
37,5
67,5
37,5
67,5
37,5
37,5
Building location and foundation type
0 5
25
45
0.75
0
0
0
0
0
0
0
0
0
0
Horizontal diaphragm
0 5
15
45
0.5÷1
45
7,5
45
45
7,5
0
7,5
7,5
0
0
Plan configuration
0 5
25 25 25 25 25
45 45 45 45 45
0.50 0.75 0.25
2,5
2,5
2,5
22,5
2,5
2,5
2,5
22,5
2,5
2,5
Height configuration 0 5
0
0
0 0
0
0 0 0 0
0 0
0 0
0
0 0 0 0
0 0 0 0
Maximum distance between walls Roofing system Non-structural elements As built condition vf = Σ C vi x p i = I *
0 5
6,25
1,25
1,25
1,25
0 15 0 0
0.5÷1
25
15
15
22,5 11,3
0
15
15
0.25
11,3
11,3
11,3
11,3
0
11,3
0 5
25
45
1.00
0
0
0
0
0
0
0
0
0
0
184
131
198
226
53
138
68
181
45
45
Table 6. Vulnerability Indices obtained by applying the RVS methodology proposed by Vicente (2008). Parameters Class ( C i ) Weight ( p i ) 1 2 3 4 5 6 7 8 9 10 A B C D Group 1. Structural building system BP1. Type of resisting system 0 5 20 50 0.75 37,5 37,5 37,5 37,5 3,8 37,5 3,8 37,5 3,8 3,8 BP2. Quality of the resisting system 0 5 20 50 1.00 50 50 50 50 0 50 0 50 0 0 BP3. Conventional strength 0 5 20 50 1.50 30 30 75 75 30 75 30 75 30 30 BP4. Maximum distance between walls 0 5 20 50 0.50 10 2,5 0 0 0 0 0 2,5 0 0 BP5. Number of floors 0 5 20 50 1.50 7,5 7,5 7,5 7,5 7,5 7,5 7,5 7,5 7,5 7,5 BP6. Location and soil conditions 0 5 20 50 0.75 0 0 0 0 0 0 0 0 0 0 Group 2. Irregularities and interaction BP7. Aggregate position and interaction 0 5 20 50 1.50 0 0 0 0 0 0 0 0 0 0 BP8. Plan configuration 0 5 20 50 0.75 0 3,8 3,8 37,5 3,8 3,8 3,8 15 3,8 3,8 BP9. Height regularity 0 5 20 50 0.75 0 0 0 0 0 0 0 0 0 0 BP10. Wall façade openings and alignment 0 5 20 50 0.50 0 0 0 0 0 0 0 0 0 0
Group 3. Floor slabs and roofs BP11. Horizontal diaphragms
0 5 20 0 5 20
50 50
1.00 1.00
50 20
5 5
50
50 50
0 0
20
0 5
5 5
0 0
0 0
BP12. Roofing system
0
0
Group 4. Conservation status and other elements
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