Optimum Design of TMD System for Tall Buildings

Figure 10

Comparison between the vibrations of top point displacement and base shear force in model with and without TMDs.

(a) Comparison of 4 TMDs on floor plan and SW model

(b) Comparison between 4 × 1 TMDs on elevation and free model

(c) Comparison between 4 × 20 TMDs distributed on floor plan and elevation and SW model

(d) Comparison between 4 × 20 TMDs distributed on floor plan and elevation and free model