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

<div>Equivalent elastic-plastic energy method (S1 = S2) and S1, S2, S3 stand for the area of the regions in the torsion-rotation angle curve [<a href="/journals/amse/2021/8882573/#B42">42</a>].</div>

Advances in Materials Science and Engineering

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Figure 15

Figure 15: Seismic Behavior of RC Bridge Piers Locally Replaced with SFRC-FA Subjected to Torsion Combined with Axial Compression 