Numerical and Experimental Behavior of Two-Story Confined Masonry Structure Subjected to Cyclic Loads

International Journal of Concrete Structures and Materials

Table 3 A comparison of the finite element model and the test findings

Assembly ID	Direction	Max. load (kN)			Displacement in relation to the maximum load (mm)			Load cracking (kN)			Max. displacement (mm)
Assembly ID	Direction	Exp	F.E.M	\(\frac{\mathrm{Exp}.}{\mathrm{F}.\mathrm{E}.\mathrm{M}.}\)	Exp	F.E.M	\(\frac{\mathrm{Exp}.}{\mathrm{F}.\mathrm{E}.\mathrm{M}.}\)	Exp	F.E.M	\(\frac{\mathrm{Exp}.}{\mathrm{F}.\mathrm{E}.\mathrm{M}.}\)	Exp	F.E.M	\(\frac{\mathrm{Exp}.}{\mathrm{F}.\mathrm{E}.\mathrm{M}.}\)
S-01	Push	168	187	0.89	25	34	0.74	80	100	0.80	48	34	1.41
S-01	Pull	− 154	− 182	0.85	− 25	− 34	0.74	− 80	− 105	0.76	− 43	− 34	1.26
S-02	Push	270	306	0.88	27	20	1.35	200	220	0.90	33	25	1.65
S-02	Pull	− 300	− 306	0.98	− 27	− 20	1.35	− 220	− 230	0.95	− 33	− 25	1.65