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

Table 2

Control force of the MR dampers at each story.

Story	1	2	3	4	5	6	7	8	9–15
Damage	0.420	0.404	0.358	0.395	0.272	0.193	0.152	0.110	0.061
Energy/kJ	69814	56353	43668	37305	34976	32268	29271	26593	21296
Control force/kN	1000	793	545	430	332	217	129	49	0