The Behavior of Masonry Walls with Reinforced Plaster Mortar

Table 5

The deformation ability values of the samples.

Angles	Samples	Δ𝑃max	Δ0,85𝑃max	Δ0,5𝑃max	μ0,85	μ0,5
30°	N	2,589	2,863	3,301	1,106	1,275
	P2	5,925	6,826	7,426	1,152	1,253
	P3	8,008	9,963	11,629	1,244	1,452
	S2	5,606	6,182	8,259	1,103	1,473
	S5	4,504	5,270	5,625	1,170	1,249
	P2S3	5,874	6,873	7,872	1,170	1,340
45°	N	5,477	6,329	7,591	1,156	1,386
	P2	9,466	10,300	10,919	1,088	1,153
	P3	8,566	10,177	15,698	1,188	1,833
	S2	8,799	10,447	10,992	1,187	1,249
	S5	7,536	8,511	9,426	1,129	1,251
	P2S3	6,783	8,149	9,987	1,201	1,472
60°	N	5,956	6,348	7,095	1,066	1,191
	P2	7,175	8,713	11,875	1,214	1,655
	P3	10,055	13,275	20,153	1,320	2,004
	S2	8,688	10,612	11,789	1,221	1,357
	S5	7,273	8,082	9,387	1,111	1,291
	P2S3	9,019	11,034	13,538	1,223	1,501
90°	N	7,116	8,501	11,050	1,195	1,553
	P2	8,443	9,473	11,439	1,122	1,355
	P3	10,300	12,379	19,084	1,202	1,853
	S2	7,367	8,427	12,809	1,144	1,739
	S5	4,320	6,090	9,630	1,410	2,229
	P2S3	9,369	10,668	13,756	1,139	1,468