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

Figure 9

Relationship of lateral resistance and roof deformation of hollow brick walls (HB) and clay brick walls (CB) for 0°, 30°, and 60° flow directions. (a) HB-0°. (b) CB-0°. (c) HB-30°. (d) CB-30°. (e) HB-60°. (f) CB-60°.