Development of Fragility Curves for Reinforced-Concrete Building with Masonry Infilled Wall under Tsunami

Figure 12

Damage data at each inundation depth within the tsunami flow velocity boundary. (a) DL1 with HW. (b) DL1 with CW. (c) DL2 with HW. (d) DL2 with CW. (e) DL3 with HW. (f) DL3 with CW.

(a)

(b)

(c)

(d)

(e)

(f)