Accuracy Assessment of Nonlinear Seismic Displacement Demand Predicted by Simplified Methods for the Plateau Range of Design Response Spectra

<div>Eurocode 8: elastic response spectra for 5% damping ratio related to the soil classes A to E microzonation of Yverdon: elastic response spectra for a return period of 475 years and 5% damping ratio related to the four microzones S2, S3, S4, and S3 mod, respectively.</div>

Advances in Civil Engineering

fig3

Figure 3

Figure 3: Accuracy Assessment of Nonlinear Seismic Displacement Demand Predicted by Simplified Methods for the Plateau Range of Design Response Spectra 

Figure 3 | Accuracy Assessment of Nonlinear Seismic Displacement Demand Predicted by Simplified Methods for the Plateau Range of Design Response Spectra 