Numerical Study on Nonlinear Semiactive Control of Steel-Concrete Hybrid Structures Using MR Dampers

Table 1

Material parameters.

Parameters	Damage parameters					Plastic parameters
	𝜀th	𝜀cr	𝐷cr	𝐷0	𝛼	𝐸ℎ [MPa]	𝛼∞ [MPa]	C [MPa]	𝛽
Value	0.001	0.24	0.065	0	0.2173	200	300	800	0.5