Research Article
A Displacement Frequency Response Function-Based Approach for Locating Damage to Building Structures
Figure 24
CurveFRFDI values for (a) case Dam_2F5%&4F15%&6F10%, (b) case Dam_2F10%&4F15%&6F5%, and (c) case Dam_2F15%&4F10%&6F5%.
(a) |
(b) |
(c) |