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Journal of Engineering and Applied Science

Table 8 Maximum differences between shearing forces from OA and SAT before applying mitigation alternative 2

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

Building designation

Max. diff. % bet. OSAb & SATb

Storey

Bd1

26

9

Bd3

52

14

Bd5

40

14

Bd6

68

19

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