Initial Parameters Affecting the Multilayer Doubly Curved Concrete Shell Roof

Figure 13

Vertical displacement and stresses (Case 2): (a) vertical displacement in shell; (b) stress of top surface in shell; (c) stress of bottom surface in shell; (d) stress of top surface in shell; (e) stress of bottom surface in shell.

(a)

(b)

(c)

(d)

(e)