Seismic Behavior and Force-Displacement Characterization of Neotype Column-Slab High Piers

Table 2

Characteristics of specimens.

Specimen	d (mm)	n	N (kN)	Loading regime
P1	100	0.15	1948	A
P2	100	0.1	1298	A
P3	100	0.15	1948	B
P4	80	0.15	1840	A