A Displacement Frequency Response Function-Based Approach for Locating Damage to Building Structures

Figure 31

CurveFRFDI 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.

(a)

(b)

(c)

(d)

(e)