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

Table 3

Lateral resistance and deformation of masonry-infilled walls.

Type of wall	Type of brick	(kN)	(kN)	(kN)	(m)	(m)	(m)
WallA	HB	30.29	40.39	12.12	0.00898	0.02395	0.02450
	CB	111.87	149.16	44.75	0.01298	0.03461	0.03500
WallB	HB	35.68	57.57	14.27	0.00808	0.02155	0.02200
	CB	137.95	183.94	55.18	0.01168	0.03114	0.03150
WallC	HB	31.35	41.80	12.54	0.00898	0.02395	0.02450
	CB	119.74	159.65	47.90	0.01298	0.03461	0.03500