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

Table 5

Percent increase above control model for HSC 6192 vs 1800psi and 2400psi models in numerical results.

Sr. no.	Property	CM 6192 vs- 1800	UDRM-SL 6192 vs- 1800	UDRM-DL 6192 vs- 1800	CM 6192 vs- 2400	UDRM-SL 6192 vs- 2400	UDRM-DL 6192 vs- 2400
1	2	3	4	5	6	7	8
1	Lateral load carrying capacity	31.75	48.20	47.01	35.26	43.22	43.20
2	Equivalent stiffness	43.25	60.19	62.40	31.05	40.08	40.70
3	Equivalent damping	86.92	19.53	37.31	92.86	63.93	36.50