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Shock and Vibration
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2019
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Article
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Tab 3
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Research Article
Robust Optimum Design of Multiple Tuned Mass Dampers for Vibration Control in Buildings Subjected to Seismic Excitation
Table 3
Statistical moments of maximum interstory drift.
Uncontrolled
Robust design
Reduction (%)
0.03941
0.01588
59.71
2.3971
E
− 5
4.7513 – 6
80.17