Advances in Civil Engineering / 2018 / Article / Tab 3

Research Article

Development of Empirical Fragility Curves in Earthquake Engineering considering Nonspecific Damage Information

Table 3

Degree of belief m based on the fraction of each damage state in PGA intervals.

PGA interval (g) [θ1, θ2]None (N)Slight (S)Moderate (M)Extensive (E)Collapse (C)Sum

[0.069, 0.079]1.0000.0000.0000.0000.0001.000
[0.080, 0.137]0.9780.0220.0000.0000.0001.000
[0.138, 0.322]0.9660.0160.0180.0000.0001.000
[0.323, 0.384]0.8230.0960.0560.0240.0001.000
[0.385, 0.680]0.7270.0760.1280.0660.0031.000
[0.682, 0.889]0.5320.1010.1800.1510.0361.000

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