Damage Identification of Unreinforced Masonry Panels Using Vibration-Based Techniques

Figure 14

CDF calculated the modal data obtained from FDD Method. (a) DS0 versus DS1, (b) DS0 versus DS2, (c) DS0 versus DS3, (d) DS0 versus DS4, and (e) DS0 versus DS5.

(a)

(b)

(c)

(d)

(e)