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Shock and Vibration
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Shock and Vibration
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2015
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Article
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Tab 3
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Research Article
Estimation of Modal Properties of Low-Rise Buildings Using Ambient Excitation Measurements
Table 3
Comparison of the periods extracted from CWT method and modal analysis.
Mode
Period (s)-
numerical
Period (s)-
CWT
Difference
(%)
1
0.338
0.330
2.4
2
0.126
0.135
5.5
3
0.087
0.090
4.3