Seismic Behavior of RC Bridge Piers Locally Replaced with SFRC-FA Subjected to Torsion Combined with Axial Compression

<div>Ductility coefficient at <i>θ</i><sub>85</sub> and <i>θ</i><sub>75</sub> of six specimens.</div>

Advances in Materials Science and Engineering

Figure 17: Seismic Behavior of RC Bridge Piers Locally Replaced with SFRC-FA Subjected to Torsion Combined with Axial Compression 