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

Table 5

Energy dissipation capacity of specimens.

Specimen number	Cracking load		Ultimate load
	Ec (mm^2)	he,c	Eu (mm^2)	he,u
Q1	634.61	0.083	670.04	0.089
QA1	687.18	0.091	2355.58	0.193
JQ1	—	—	2111.51	0.176
Q2	888.61	0.076	1294.31	0.081
QA2	1034.03	0.085	4520.28	0.174
JQ2	—	—	4064.25	0.152