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Journal of Applied Mathematics
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Journal of Applied Mathematics
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2014
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Article
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Tab 1
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Research Article
TLCD Parametric Optimization for the Vibration Control of Building Structures Based on Linear Matrix Inequality
Table 1
Comparison with difference of the period between two models.
ā
First vibration
period
Second vibration
period
Finite element model
3.3468
2.6954
Lumped mass model
3.1312
2.6123
Difference
6.44%
3.08%