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Shock and Vibration
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Shock and Vibration
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2016
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Article
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Tab 4
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Research Article
An Experimental Study of Structural Identification of Bridges Using the Kinetic Energy Optimization Technique and the Direct Matrix Updating Method
Table 4
Results of the modal test of the cable-stayed bridge model.
1st bending
2nd bending
3rd bending
Modal
test
results
9.0890 Hz
11.2557 Hz
17.1442 Hz