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Shock and Vibration
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Shock and Vibration
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2017
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Article
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Tab 2
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Research Article
Optimal Design of Viscoelastic Dampers in Frame Structures considering Soil-Structure Interaction Effect
Table 2
The total amount of viscoelastic material
for optimal design.
Soil type
= 150 m/s
= 200 m/s
= 250 m/s
= 300 m/s
= 400 m/s
Fixed base
10 floors
20 floors