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

Figure 23

CurveFRFDI values for (a) case Dam_3F10%&5F15%, (b) case Dam_3F10%&5F20%, (c) case Dam_3F15%&5F10%, and (d) case Dam_3F20%&5F10%.

(a)

(b)

(c)

(d)