fig4
![Fragility curves accounting for uncertainties in material parameters and ground motion characteristics using a data driven surrogate model](https://image.oaes.cc/c3598dec-2588-4ee4-8c9f-efb76b25f84e/dpr2020.fig.4.jpg)
Figure 4. Observed and predicted values in terms of the peak ISD for the case-study building. (A) Peak ISD along the X direction; (B) Peak ISD along the Y direction.
Figure 4. Observed and predicted values in terms of the peak ISD for the case-study building. (A) Peak ISD along the X direction; (B) Peak ISD along the Y direction.
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