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Journal of Engineering and Applied Science

Table 11 Maximum deviations between shearing forces 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

40

14

38

10

1

Bd6

68

19

46

20

32

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