Proposal of Design Formulae for Equivalent Elasticity of Masonry Structures Made with Bricks of Low Modulus

Table 6

Percentage of change of formula comparison.

Percentage of change (Poc) %
Ref.	(MPa)
		0.25	0.50	1.00	2.00	3.00	4.00	5.00
Brooks	1000	−29.58	−12.28	0.00	7.53	10.29	11.73	12.61
Ciesielski		−33.33	−14.29	0.00	9.09	12.50	14.29	15.38
Matysek		−31.86	−13.48	0.00	8.45	11.59	13.24	14.24
Simulation		−31.41	−16.00	0.00	19.48	34.85	48.68	61.68
Formulation		−33.34	−16.99	0.00	19.79	34.60	48.34	62.71
Brooks	2000	−29.58	−12.28	0.00	7.53	10.29	11.73	12.61
Ciesielski		−33.33	−14.29	0.00	9.09	12.50	14.29	15.38
Matysek		−31.86	−13.48	0.00	8.45	11.59	13.24	14.24
Simulation		−31.43	−15.98	0.00	19.62	35.05	48.94	61.98
Formulation		−33.34	−16.99	0.00	19.79	34.60	48.34	62.71
Brooks	5000	−29.58	−12.28	0.00	7.53	10.29	11.73	12.61
Ciesielski		−33.33	−14.29	0.00	9.09	12.50	14.29	15.38
Matysek		−31.86	−13.48	0.00	8.45	11.59	13.24	14.24
Simulation		−31.60	−15.98	0.00	19.62	35.05	48.94	61.98
Formulation		−32.23	−16.99	0.00	19.79	34.60	48.34	62.71
Brooks	10000	−29.58	−12.28	0.00	7.53	10.29	11.73	12.61
Ciesielski		−33.33	−14.29	0.00	9.09	12.50	14.29	15.38
Matysek		−31.86	−13.48	0.00	8.45	11.59	13.24	14.24
Simulation		−31.43	−15.98	0.00	19.65	35.05	48.93	61.98
Formulation		−33.34	−16.99	0.00	19.79	34.60	48.34	62.71