Page 245 - Advanced Design Examples of Seismic Retrofit of Structures

DCR 3.22 2.32 2.29 2.35 2.32 2.38 2.34 2.47 2.41 2.74 2.71 2.93 2.87

Q UD cosθ (ton) 215 155 153 157 155 159 156 165 161 183 181 196 192

Q UD (ton) 242 175 172 177 174 179 176 185 181 206 204 220 217

mκQ CE (ton) 66.8 66.8 66.8 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 11.01 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
4.263 4.263 4.178 4.263 4.178 5.699 4.178 5.699 4.178 4.263 4.178 4.263 4.178
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 11,008 11,008 11,008 11,008 11,008 11,008 11,008 11,008 11,008 11,008 11,008

Panels—cont’d V fre a (kg) (cm) 46,930 31 46,930 31 45,994 31 46,930 31 45,994 31 62,741 31 45,994 31 62,741 31 45,994 31 46,930 31 45,994 31 46,930 31 45,994 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 I-4-5 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
TABLE Story Floor 1st 1st 1st 1st 1st 1st 1st 1st 1st 1st 1st 1st