Experimental Research on Seismic Performance of Damaged Brick Walls Strengthened with Embedded Horizontal Steel Bars

Table 3

Basic parameters of specimens.

Test number	Width B (mm)	Height H (mm)	Aspect ratio (H/B)	Vertical pressure N (kN)	Compressive stress (MPa)	Reinforcement ratio (%)	Notes
Q1	1000	1800	1.80	240	1.00	0	URM
Q2	2000	1000	0.50	330	0.69	0	URM
QA1	1000	1800	1.80	240	1.00	0.061	Reinforced every 4 layers of brick
QA2	2000	1000	0.50	330	0.69	0.083	Reinforced every 4 layers of brick
JQ1	1000	1800	1.80	240	1.00	0.061	Reinforced every 4 layers of brick
JQ2	2000	1000	0.50	330	0.69	0.083	Reinforced every 4 layers of brick