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

Table 4

Failure mode and failure members of all flow direction cases.

Inundation depth (m)	Failure mode and failure members
	0°		30°		60°		90°
	Failure mode	Member	Failure mode	Member	Failure mode	Member	Failure mode	Member
0.50
0.75
1.00
1.25			Shear	CA2; CC2	Shear	CB1; CB3	Shear	CA1; CA2; CA3
1.50	Shear	CB2
1.75
2.00
2.25			Flexure	CA2; CC2	Flexure	CB1; CB3
2.50
2.75	Flexure	CB2		CB2		CB2	Flexure	CA2; CC2
3.00