Cyclic Behavior of Retrofitted Low- and High-Strength Concrete Scaled Bridge Piers under Quasistatic Loading

Table 4

Percent increase above control model for HSC 6192 psi models in numerical results.

Sr. no.	Property	UDRM-SL	UDRM-DL
1	2	3	4
1	Lateral load carrying capacity	16.32	18.04
2	Equivalent stiffness	4.61	4.52
3	Equivalent damping	05.88	05.65