Research Article
Vibration-Based Damage Detection of a Steel-Concrete Composite Slab Using Non-Model-Based and Model-Based Methods
Figure 9
First 9 identified mode shapes in Ref CaseII: (a) 1st mode; (b) 2nd mode; (c) 3rd mode; (d) 4th mode; (e) 5th mode; (f) 6th mode; (g) 7th mode; (h) 8th mode; (i) 9th mode.
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| (b) |
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| (e) |
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| (i) |