Page 244 - Advanced Design Examples of Seismic Retrofit of Structures

DCR 3.28 3.26 3.16 3.13 3.04 3.01 2.92 2.89 3.01 3.01 3.08 3.04 3.20 Continued

Q UD cosθ (ton) 219 218 177 209 203 201 195 193 201 201 206 203 214

Q UD (ton) 246 245 200 236 229 227 219 218 226 226 232 229 241

mκQ CE (ton) 66.8 66.8 56 66.8 66.8 66.8 66.8 66.8 66.8 66.8 66.8 66.8 66.8

Q CE (ton) 11.01 11.01 9.23 11.01 11.01 11.01 11.01 11.01 11.01 11.01 11.01 11.01 11.01

κ 1 1 1 1 1 1 1 1 1 1 1 1 1
6.07 6.07 6.07 6.07 6.07 6.07 6.07 6.07 6.07 6.07 6.07 6.07 6.07
m
4.287 4.263 5.111 4.263 5.699 4.263 5.699 4.263 4.287 4.263 4.287 4.263 4.287
β

L inf h inf 1.93 1.93 1.93 1.93 1.93 1.93 1.93 1.93 1.93 1.93 1.93 1.93 1.93

V inf 5Q CE (kg) 11,008 11,008 9233 11,008 11,008 11,008 11,008 11,008 11,008 11,008 11,008 11,008 11,008

V fre (kg) 47,189 46,930 47,189 46,930 62,741 46,930 62,741 46,930 47,189 46,930 47,189 46,930 47,189
[12a]

Panels a (cm) 31 31 26 31 31 31 31 31 31 31 31 31 31

Infill t inf (cm) 20 20 20 20 20 20 20 20 20 20 20 20 20

of
Evaluation θ (degree) 27.41 27.41 27.41 27.41 27.41 27.41 27.41 27.41 27.41 27.41 27.41 27.41 27.41

of L inf (cm) 540 540 540 540 540 540 540 540 540 540 540 540 540
Results h inf (cm) 280 280 280 280 280 280 280 280 280 280 280 280 280

The

4.13 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
TABLE Story Floor Floor Floor Floor Floor Floor Floor Floor Floor Floor Floor Floor Floor