Initial Parameters Affecting the Multilayer Doubly Curved Concrete Shell Roof

Table 4

Vertical displacement and stresses values.

(a) Vertical displacement in 3 investigated cases
Location	Vertical displacement (mm)
(m)	Case 1		Case 2		Case 3
0	−0.071		−0.084		−0.069
0.75	−0.063		−0.074		−0.054
1.1	−0.039		−0.047		−0.031
1.5	0		0		0
(b) Stresses in 3 investigated cases
Location	Stress (N/cm^2)			Stress (N/cm^2)
(m)	Case 1	Case 2	Case 3	Case 1	Case 2	Case 3
0	−37.1	−42.8	−36.9	−36.6	−43.1	−36.5
0.6	−32.7	−38.1	−31.5	−32.1	−38.3	−31.1
1.2	−23.9	−28.4	−26.1	−9.4	−14	−9.3
1.5	0	0	0	0	0	0