Seismic Performance of High-Ductile Fiber-Reinforced Concrete Short Columns

Table 3

Parameters of short columns.

Specimen	Material	λ	H (mm)	s (mm)	ρsv	N (kN)
RC1	Concrete	2	500	80	1.26%	515.6
HDC2	HDC	2	500	80	1.26%	343.7
HDC3	HDC	2	500	80	1.26%	515.6
HDC4	HDC	2	500	80	1.26%	687.5
HDC5	HDC	2	500	100	1.01%	515.6
HDC6	HDC	2	500	120	0.84%	515.6
HDC7	HDC	1.5	375	80	1.26%	515.6