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Advances in Civil Engineering
/
2019
/
Article
/
Tab 3
/
Research Article
Optimal Damper Slip Force for Vibration Control Structures Incorporating Friction Device with Sway-Rocking Motion Obtained Using Shaking Table Tests
Table 3
Properties of sway-rocking springs of full-scale building [
26
].
Component
Property
Value
Sway
Stiffness
6.10 × 10
5
kN/m
Sway
Damping coefficient
2.69 × 10
4
kN·s/m
Rocking
Stiffness
1.88 × 10
9
kN·m/rad
Rocking
Damping coefficient
1.18 × 10
7
kN·ms/rad