Research Article
A Displacement Frequency Response Function-Based Approach for Locating Damage to Building Structures
Figure 29
SubFRFDI values of LVDT-measured data for (a) case Dam50_1F&3F, (b) case Dam100_1F&3F, (c) case Dam200_1F&3F, (d) case Dam500_1F&3F, and (e) case Dam1200_1F&3F.
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