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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 10
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Research Article
Modal Parameters Estimation of Building Structures from Vibration Test Data Using Observability Measurement
Table 10
Estimation results of dynamic characteristics for Case
.
Mode
Modal frequency (Hz)
Modal damping ratio (%)
Modal participation factor
1st mode
0.903
0.92
0.694
2nd mode
2.684
0.89
0.357
3rd mode
3.958
1.00
0.061