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

Table 1

Dimensions of test specimens.

Specimen	(mm)	(mm)	(mm)	(mm)	(mm)	(mm^2)	(mm^2)	(%)	(%)
T-SD400	512	2,200	800	2,470	1,000	205,887	2123.72	1.031	0.23
T-HMSB	512	2,200	800	2,470	1,000	205,887	2112	1.026	0.23