Page 347 - Advanced Design Examples of Seismic Retrofit of Structures
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Advanced Design Examples of Seismic Retrofit of Structures
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Building DCR DCR Q CE(T) (C) (T) m t κQ CE(T) m c κQ CE(C) m t m c (ton) 28.10 0.47 174.12 3.102 6 3 29.02 29.52 0.48 174.12 3.102 6 3 29.02 28.10 0.47 174.12 3.102 6 3 29.02 29.52 0.48 174.12 3.102 6 3 29.02
Sports
the Q CE(C) (ton) 1.034 1.034 1.034 1.034
in
Braces Q UD(T)
the (ton) 82.05 84.42 82.05 84.42
of
Control Q UD(C) (ton) 87.18 91.58 87.18 91.58
5.21
TABLE Brace D51 D52 D53 D54
