Confined masonry#
Structural fragility parameters#
Building class |
Intensity measure |
Median slight damage |
Median moderate damage |
Median extensive damage |
Median complete damage |
Logarithmic standard deviation |
|---|---|---|---|---|---|---|
MCF/LWAL+DUL/H1 |
PGA |
0.82 |
1.17 |
1.45 |
1.68 |
0.5 |
MCF/LWAL+DUL/H2 |
SA(0.3s) |
0.71 |
1.18 |
1.6 |
1.98 |
0.57 |
MCF/LWAL+DUL/H3 |
SA(0.6s) |
0.31 |
0.48 |
0.64 |
0.79 |
0.56 |
MCF/LWAL+DUL/H4 |
SA(0.6s) |
0.37 |
0.51 |
0.65 |
0.78 |
0.5 |
MCF/LWAL+DUL/H5 |
SA(0.6s) |
0.41 |
0.54 |
0.67 |
0.79 |
0.49 |
MCF/LWAL+DUL/H6 |
SA(0.6s) |
0.47 |
0.61 |
0.74 |
0.87 |
0.49 |
MCF/LWAL+DUM/H1 |
PGA |
1.15 |
1.61 |
1.98 |
2.28 |
0.47 |
MCF/LWAL+DUM/H2 |
SA(0.3s) |
0.98 |
1.64 |
2.23 |
2.78 |
0.55 |
MCF/LWAL+DUM/H3 |
SA(0.3s) |
0.9 |
1.35 |
1.79 |
2.2 |
0.61 |
MCF/LWAL+DUM/H4 |
SA(0.6s) |
0.45 |
0.65 |
0.86 |
1.06 |
0.54 |
MCF/LWAL+DUM/H5 |
SA(0.6s) |
0.5 |
0.66 |
0.81 |
0.96 |
0.51 |
MCF/LWAL+DUM/H6 |
SA(0.6s) |
0.57 |
0.72 |
0.88 |
1.03 |
0.5 |
MCF/LWAL+DUH/H1 |
PGA |
1.45 |
1.95 |
2.35 |
2.67 |
0.46 |
MCF/LWAL+DUH/H2 |
SA(0.3s) |
1.36 |
2.17 |
2.91 |
3.58 |
0.56 |
MCF/LWAL+DUH/H3 |
SA(0.3s) |
1.12 |
1.66 |
2.18 |
2.66 |
0.6 |
MCF/LWAL+DUH/H4 |
SA(0.6s) |
0.55 |
0.79 |
1.04 |
1.28 |
0.59 |
MCF/LWAL+DUH/H5 |
SA(0.6s) |
0.61 |
0.8 |
0.99 |
1.17 |
0.52 |
MCF/LWAL+DUH/H6 |
SA(0.6s) |
0.68 |
0.86 |
1.04 |
1.21 |
0.49 |
MCF/LWAL+DUL/H1/CCA |
PGA |
0.94 |
1.43 |
1.82 |
2.13 |
0.48 |
MCF/LWAL+DUL/H2/CCA |
SA(0.3s) |
0.81 |
1.46 |
2.04 |
2.56 |
0.57 |
MCF/LWAL+DUL/H3/CCA |
SA(0.6s) |
0.35 |
0.61 |
0.87 |
1.13 |
0.59 |
MCF/LWAL+DUL/H4/CCA |
SA(0.6s) |
0.41 |
0.62 |
0.83 |
1.03 |
0.53 |
MCF/LWAL+DUL/H5/CCA |
SA(0.6s) |
0.45 |
0.63 |
0.81 |
0.98 |
0.51 |
MCF/LWAL+DUL/H6/CCA |
SA(0.6s) |
0.5 |
0.69 |
0.88 |
1.06 |
0.53 |
MCF/LWAL+DUM/H1/CCA |
PGA |
1.26 |
1.78 |
2.19 |
2.51 |
0.46 |
MCF/LWAL+DUM/H2/CCA |
SA(0.3s) |
1.1 |
1.86 |
2.56 |
3.18 |
0.55 |
MCF/LWAL+DUM/H3/CCA |
SA(0.3s) |
0.97 |
1.51 |
2.03 |
2.51 |
0.62 |
MCF/LWAL+DUM/H4/CCA |
SA(0.6s) |
0.49 |
0.74 |
0.99 |
1.23 |
0.55 |
MCF/LWAL+DUM/H5/CCA |
SA(0.6s) |
0.55 |
0.75 |
0.95 |
1.14 |
0.5 |
MCF/LWAL+DUM/H6/CCA |
SA(0.6s) |
0.62 |
0.82 |
1.03 |
1.22 |
0.5 |
Structural fragility curves#
