Evaluation of Seismic Performance and Effectiveness of Multiple Slim-Type Damper System for Seismic Response Control of Building Structures

Figure 6

Mode shapes of the example building.

(a) 1st mode (0.93 Hz)

(b) 2nd mode (1.02 Hz)

(c) 3rd mode (1.20 Hz)

(d) 4th mode (3.09 Hz)