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

Table 4

Mean differences and coefficients of variation for analytical and experimental values of 𝑙_𝑝𝑟 and 𝑙_𝑝.

Specimen	Bond stress model (14)				Shear crack model (19)
	𝑙𝑝𝑟, % difference		𝑙𝑝, % difference		𝑙𝑝𝑟, % difference		𝑙𝑝, % difference
	Mean	COV	Mean	COV	Mean	COV	Mean	COV
(1)	(2)	(3)	(4)	(5)	(6)	(7)	(8)	(9)
P1	9	14.6	5.5	12	12.8	15	6	15
P2	6	8	8	10	14	9	8	13
P3	11	7	10	12.5	16	8	12	20
P4	12	11	10	14	4	6	6.5	19
All specimens	9.5	10	8	12	12	9	8	17