Reaction Spectrum Comparative Analysis of Seismic Performance of 62 m CFST Bridge with Curved-String Truss before and after Reinforcement

<div>Comparison of peak values of axial force at the fixed end of the bridge before and after reinforcement.</div>

Advances in Civil Engineering

Figure 18: Reaction Spectrum Comparative Analysis of Seismic Performance of 62 m CFST Bridge with Curved-String Truss before and after Reinforcement 