Traffic Capacity Assessment of the Urban Elevated Bridge after Near-Field Explosion Based on the Response Surface Method

<div>Comparison of experimental and numerical results: (a) front of the experimental model, (b) back of the experimental model, (c) front of the FE model, and (d) back of the FE model.</div>

Shock and Vibration

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Figure 3

Figure 3: Traffic Capacity Assessment of the Urban Elevated Bridge after Near-Field Explosion Based on the Response Surface Method 