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

Figure 15

SubFRFDI values for (a) case Dam_2F5%&4F15%&6F10%, (b) case Dam_2F10%&4F15%&6F5%, and (c) case Dam_2F15%&4F10%&6F5%.

(a)

(b)

(c)