Seismic Analysis of Low-Rise Self-Centering Prestressed Concrete Frames considering Soil-Structure Interaction

Table 1

Design characteristics of the RC and SC frames.

Floor	Column size (mm × mm)		Column total reinforcement ratio (%)		Beam size (mm × mm)	RC beam reinforcement ratio (%)		T0 (kN)	Ff (kN)	Ap (mm^2)
	Exterior	Interior	Exterior	Interior		Bottom	Top
1	558 × 558	558 × 558	1.30	1.63	609 × 558	0.43	0.83	890	821	1112
2	558 × 558	558 × 558	1.30	1.63	609 × 558	0.37	0.75	815	752	973
3	558 × 558	558 × 558	1.13	1.45	609 × 558	0.32	0.60	696	642	834
4	558 × 558	558 × 558	1.13	1.45	609 × 558	0.32	0.45	609	563	695