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

<div>Calculated certainty measure, cert = 8%, and possibility measure, pos = 100%, of the set <i>M</i> = {<i>d</i><sub>M</sub>, <i>d</i><sub>E</sub>, <i>d</i><sub>C</sub>} for the PGA (g) interval of [0.323, 0.384]g.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Development of Empirical Fragility Curves in Earthquake Engineering considering Nonspecific Damage Information 