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Table 10 Maximum differences between moments from OA and SAT with/without mitigation

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

Storey

% reduction

Bd5

99

10

90

10

9

Bd6

554

20

175

20

68

Bd7

119

39

49

31

59

Bd8

151

50

16

34

89