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Table 4 Maximum differences between shearing force from OA and SAT with/without mitigation

From: Assessment of mitigation alternatives for differential shortening in high-rise reinforced concrete buildings

Building designation

Max. diff. % bet. OSAb & SATb

Storey

Max. diff. % bet. OSAa & SATa

Storey

% reduction

Bd1

26

9

17

9

35

Bd3

52

14

20

14

62

Bd5

40

14

32

20

20

Bd6

68

19

54

19

21