From: Assessment of mitigation alternatives for differential shortening in high-rise reinforced concrete buildings
Building
Max. DD (SATb), mm
Storey
Max. DD (SATa), mm
% reduction
Bd5
6.76
22
6.18
25
9
Bd6
12.13
31
8.45
30
Bd7
10.48
27
10.01
4
Bd8
13.03
12.72
23
2