Initial Parameters Affecting the Multilayer Doubly Curved Concrete Shell Roof

Figure 16

The change of percentage of steel fibres in concrete (Case 1). (a) Spectrum of vertical displacement in the shell; (b) the direction of movement of each layer; (c) vertical displacement of the shell; (d) stress of shell; (e) stress of shell.

(a)

(b)

(c)

(d)

(e)