Fig. 6.
Scenario 2: displacement and actions along the slab: (a) normalised vertical displacement for H = 15 m; (b), (c) bending moment and bending moment ratio, respectively, for H = 5, 10 and 15 m
Scenario 2: displacement and actions along the slab: (a) normalised vertical displacement for H = 15 m; (b), (c) bending moment and bending moment ratio, respectively, for H = 5, 10 and 15 m