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Journal of Engineering and Applied Science

Table 7 Maximum differences between moments 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

47

9

Bd2

38

9

Bd3

113

18

Bd4

56

19

Bd5

99

29

Bd6

554

38

Bd7

119

39

Bd8

151

50

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