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

<div>Envelop curves. (a) Envelop curves of six specimens. (b) Deterioration of C1 and SF1.</div>

Advances in Materials Science and Engineering

Figure 16: Seismic Behavior of RC Bridge Piers Locally Replaced with SFRC-FA Subjected to Torsion Combined with Axial Compression 