From: Assessment of mitigation alternatives for differential shortening in high-rise reinforced concrete buildings
Building
Max. diff. % bet. OSAb & SATb
Storey
Max. diff. % bet. OSAa & SATa
% reduction
Bd5
99
10
90
9
Bd6
554
20
175
68
Bd7
119
39
49
31
59
Bd8
151
50
16
34
89