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Advances in Civil Engineering
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2020
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Article
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Tab 5
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Research Article
An Experimental Study of the Feasibility of Identifying the Impact Damages of Reinforced Concrete Piers Using a Modal Frequency Method
Table 5
Parameters relating to the modal verifications.
Serial number
Frequency
MAC
MSF
MOV
First order
Second order
First order
Second order
First order
27.34
1.00
0.29
1.00
1.18
1.00
Second order
56.66
0.29
1.00
0.85
1.00
0.25