fig2

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

Figure 2. Variations in the peak ISD model in two orthogonal directions as compared to the values obtained from the calibrated model during the sensitivity analysis.

Disaster Prevention and Resilience
ISSN 2832-4056 (Online)
Follow Us

Portico

All published articles will be preserved here permanently:

https://www.portico.org/publishers/oae/

Portico

All published articles will be preserved here permanently:

https://www.portico.org/publishers/oae/