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

Table 2

Sectional dimension and reinforcement arrangement.

	Pier column	Loading beam	Foundation
Section
Dimension	300 × 300	600 × 300	1000 × 400
Main bar	6D22 + 2D10	10D22	12D16
Stirrup	D8@120	D8@150	D8@150