Shock and Vibration / 2019 / Article / Tab 4

Research Article

Coupling ATMD System for Seismic Response Control of Two Adjacent Buildings

Table 4

CAS design results.


Installation floor7th
Mass, (tons)30
 Damping coefficient
   (N·s/m)3.84 × 103
   (N·s/m)3.32 × 104
   (kN/m)2.92 × 102
   (kN/m)5.72 × 102
Active actuator
 Weighting matrices

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