Optimal Damper Slip Force for Vibration Control Structures Incorporating Friction Device with Sway-Rocking Motion Obtained Using Shaking Table Tests

Table 2

Properties of superstructure of full-scale building [26].

Floor	Height (m)	Weight (kN)	K1 (kN/m)	K2 (kN/m)	K3 (kN/m)	Q1 (kN)	Q2 (kN)
6	2.85	4681	2.22 × 10^6	3.13 × 10^5	2.50 × 10^3	1567	3536
5	2.85	4902	2.42 × 10^6	3.50 × 10^5	1.27 × 10^4	2403	5598
4	2.85	4902	2.47 × 10^6	4.07 × 10^5	3.19 × 10^4	2819	6949
3	2.85	5096	2.58 × 10^6	4.77 × 10^5	4.44 × 10^4	3319	8239
2	2.85	5096	2.36 × 10^6	4.83 × 10^5	5.06 × 10^4	4530	9514
1	3.45	5100	3.05 × 10^6	5.10 × 10^5	3.50 × 10^4	5062	11383
Base	—	7792	—	—	—	—	—

Moment of inertia: 8.14 × 10⁵ kNm².