Seismic Performance Evaluation of Footing-to-Circular RC Pier Connection Reinforced by High-Manganese Steel Bars (HMSBs)

Table 5

Axial load ratios and corresponding theoretical moment capacity.

Parameter	F-SD400		F-HMSB
Axial load ratio,	Axial load, ()	Ultimate moment, ()	Axial load, ()	Ultimate moment, ()
0	0	214.21	0	271.7
0.1	706	300.00	727	341.24
0.15	1,059	336.77	1,091	373.58
0.30	2,118	389.54	2,182	393.52