Research Article
Development of Empirical Fragility Curves in Earthquake Engineering considering Nonspecific Damage Information
Table 4
Assigning
π based on the degree of belief
m in Table
3.
| PGA interval (g) [θ1, θ2] | dN (%) | dS (%) | dM (%) | dE (%) | dC (%) | Max. (%) |
| [0.069, 0.079] | 100.0 | 100.0 | 100.0 | 100.0 | 100.0 | 100 | [0.080, 0.137] | 97.8 | 100.0 | 100.0 | 100.0 | 100.0 | 100 | [0.138, 0.322] | 96.6 | 98.2 | 100.0 | 100.0 | 100.0 | 100 | [0.323, 0.384] | 82.3 | 92.0 | 97.6 | 100.0 | 100.0 | 100 | [0.385, 0.680] | 72.7 | 80.3 | 93.1 | 99.7 | 100.0 | 100 | [0.682, 0.889] | 53.2 | 63.3 | 81.3 | 96.4 | 100.0 | 100 |
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