Conjugate Cellular Automata and Neural Network Approach: Failure Load Prediction of Masonry Panels

Table 2

Configuration of panels with opening according to the CA model.

Panel
Panel 1	1.853	1.134	1.853	0.9	1.05	0.525
Panel 2	1.615	1.61	1.615	0.9	1.05	0.525
Panel 3	1.907	1.025	1.907	2.05	0.45	0
ART02	1.565	1.585	1.565	1.04	1.06	0.365
ART03	1.79	1.135	1.79	0.59	1.51	0.365
ART04	1.115	2.485	1.115	1.415	0.685	0.365
ART06	2.465	1.585	0.665	1.04	1.06	0.365
SB02	1.677	2.26	1.678	0.9	1.125	0.45
SB03	1.34	2.935	1.34	1.5	0.525	0.45
SB04	2.352	0.91	2.353	2.025	0.45	0
SB07	1	0.9	1	0.9	0.9	0.65