Page 261 - Advanced Design Examples of Seismic Retrofit of Structures

Result OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK

mκQ CE (ton) 216 215 185 215 222 215 222 215 216 215 216 215 216 215 179 176 179 176

Q CE (ton) 35.6 35.4 30.5 35.4 36.6 35.4 36.6 35.4 35.6 35.4 35.6 35.4 35.6 35.4 29.4 29.1 29.4 29.1

F me (MPa) 114.3 114.3 114.3 114.3 114.3 114.3 114.3 114.3 114.3 114.3 114.3 114.3 114.3 114.3 92.9 92.9 92.9 92.9

a shot (cm) 25.0 24.9 21.5 24.9 25.7 24.9 25.7 24.9 25.0 24.9 25.0 24.9 25.0 24.9 25.5 25.2 25.5 25.2

R 2 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

R 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

0.0491 0.0491 0.0491 0.0491 0.0491 0.0491 0.0491 0.0491 0.0491 0.0491 0.0491 0.0491 0.0491 0.0491 0.0491 0.0491 0.0491 0.0491
[12a] λ 1

Shotcrete E me (MPa) 10,723 10,723 10,723 10,723 10,723 10,723 10,723 10,723 10,723 10,723 10,723 10,723 10,723 10,723 10,723 10,723 10,723 10,723

After (cm)

Panels t shot 15 15 15 15 15 15 15 15 15 15 15 15 15 15 10 10 10 10

Infill 0 (MPa)
of f c 20 20 20 20 20 20 20 20 20 20 20 20 20 20 15 15 15 15
Evaluation a (cm) 31 31 26 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31

of (cm)
Results t inf 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20

The Axis A-1-3 A-4-5 B-1-3 B-4-5 C-1-3 C-4-5 F-1-3 F-4-5 G-1-3 G-4-5 H-1-3 H-4-5 I-1-3 I-4-5 A-1-3 A-4-5 B-1-3 B-4-5

4.17
TABLE Story Floor Floor Floor Floor Floor Floor Floor Floor Floor Floor Floor Floor Floor Floor 1st 1st 1st 1st