Physical Seismic Vulnerability factors | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | Weight |
1) Average floor height | 1 | 0.55 | 0.44 | 0.38 | 1.00 | 1.00 | 1.59 | 1.00 | 0.28 | 0.28 | 0.33 | 0.33 | 0.38 | 0.037 |
2) Poor Building (%) | 1.82 | 1 | 0.79 | 0.63 | 2.00 | 2.00 | 1.59 | 1.00 | 0.28 | 0.28 | 0.50 | 0.44 | 0.55 | 0.052 |
3) Masonry Building (%) | 2.29 | 1.26 | 1 | 0.63 | 3.00 | 3.00 | 2.00 | 1.26 | 0.38 | 0.44 | 0.63 | 0.55 | 0.69 | 0.068 |
4) Pounding Possibility (%) | 2.62 | 1.59 | 1.59 | 1 | 4.00 | 3.63 | 2.29 | 2.00 | 0.40 | 0.40 | 0.63 | 0.55 | 1.00 | 0.085 |
5) Irregular Building (%) | 1.00 | 0.50 | 0.33 | 0.25 | 1 | 1.00 | 0.50 | 0.50 | 0.22 | 0.23 | 0.33 | 0.30 | 0.35 | 0.029 |
6) Heavy overhanging (%) | 1.00 | 0.50 | 0.33 | 0.28 | 1.00 | 1 | 0.50 | 0.50 | 0.22 | 0.23 | 0.33 | 0.30 | 0.35 | 0.029 |
7) Road Width | 0.63 | 0.63 | 0.50 | 0.44 | 2.00 | 2.00 | 1 | 0.69 | 0.28 | 0.28 | 0.40 | 0.37 | 0.55 | 0.040 |
8) Building Density | 1.00 | 1.00 | 0.79 | 0.50 | 2.00 | 2.00 | 1.44 | 1 | 0.38 | 0.38 | 0.50 | 0.50 | 0.55 | 0.052 |
9) Soil type | 3.64 | 3.64 | 2.62 | 2.52 | 4.64 | 4.64 | 3.56 | 2.62 | 1 | 1.00 | 2.00 | 1.26 | 2.29 | 0.158 |
10) Peak ground acceleration | 3.64 | 3.64 | 2.29 | 2.52 | 4.31 | 4.31 | 3.56 | 2.62 | 1.00 | 1 | 2.00 | 1.26 | 2.29 | 0.155 |
11) Distance to Hospital | 3.00 | 2.00 | 1.59 | 1.59 | 3.00 | 3.00 | 2.52 | 2.00 | 0.50 | 0.50 | 1 | 0.63 | 1.26 | 0.095 |
12) Distance to Fire Station | 3.00 | 2.29 | 1.82 | 1.82 | 3.30 | 3.30 | 2.71 | 2.00 | 0.79 | 0.79 | 1.59 | 1 | 2.29 | 0.121 |
13) Accessibility to evacuation route | 2.62 | 1.82 | 1.44 | 1.00 | 2.89 | 2.89 | 1.82 | 1.82 | 0.44 | 0.44 | 0.79 | 0.44 | 1 | 0.079 |
(Random consistency index, RI = 1.56, Consistency ratio = 0.014) |