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

Figure 22

CurveFRFDI values for (a) case Dam_2F10%&4F15%, (b) case Dam_2F10%&4F20%, (c) case Dam_2F15%&4F10%, and (d) case Dam_2F20%&4F10%.

(a)

(b)

(c)

(d)