fig5

Fragility curves accounting for uncertainties in material parameters and ground motion characteristics using a data driven surrogate model

Figure 5. Observed and predicted values in terms of the residual ISD for the case-study building. (A) Residual ISD along the X direction; (B) Residual ISD along the Y direction.

Disaster Prevention and Resilience
ISSN 2832-4056 (Online)
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