Research Article
Development of Empirical Fragility Curves in Earthquake Engineering considering Nonspecific Damage Information
Table 8
Plausibility measure of damage subsets in equation (
16) using equation (
4) based on the degree of belief
m in Table
3.
| PGA interval (g) [θ1, θ2] | N (%) | S (%) | M (%) | E (%) | C (%) |
| [0.069, 0.079] | 100.0 | 100.0 | 100.0 | 100.0 | 100.0 | [0.080, 0.137] | 100.0 | 100.0 | 100.0 | 100.0 | 100.0 | [0.138, 0.322] | 100.0 | 100.0 | 100.0 | 100.0 | 100.0 | [0.323, 0.384] | 100.0 | 100.0 | 100.0 | 100.0 | 100.0 | [0.385, 0.680] | 100.0 | 100.0 | 100.0 | 100.0 | 100.0 | [0.682, 0.889] | 100.0 | 100.0 | 100.0 | 100.0 | 100.0 |
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