Nonlinear Response Characterization of Post-Tensioned R.C. Bridges through Hilbert–Huang Transform Analysis

<div>Response time histories of the deflection experienced by (a) linear and (b) nonlinear systems under the different vehicle velocities; (c) dynamic amplification factors (DAFs) for a wide range of vehicle velocities (coloured circles identifying analysed cases).</div>

Structural Control and Health Monitoring

fig15

Figure 15

Figure 15: Nonlinear Response Characterization of Post-Tensioned R.C. Bridges through Hilbert–Huang Transform Analysis 