Page 267 - 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 OK OK

V CE (ton) 60.46 60.32 64.98 64.84 73.72 65.02 73.72 65.02 64.98 64.84 64.98 64.84 60.46 60.32 60.32 59.8 64.84 64.33 73.72 64.51

M CE (tonm) 26.73 26.12 27.73 27.13 31.34 27.73 31.34 27.73 27.73 27.13 27.73 27.13 26.73 26.12 26.12 24.62 27.13 25.62 31.34 26.23

(cm 2 ) 38.17 38.08 41.025 40.935 46.54 41.05 46.54 41.05 41.025 40.935 41.025 40.935 38.17 38.08 38.08 37.755 40.935 40.61 46.54 40.725
A s

(cm 3 ) 1012.5 989.5 1050.5 1027.5 1187 1050.5 1187 1050.5 1050.5 1027.5 1050.5 1027.5 1012.5 989.5 989.5 932.5 1027.5 970.5 1187 993.5
Z

(ton) 11.43 11.36 10.01 11.36 11.74 11.36 11.74 11.36 11.43 11.36 11.43 11.36 11.43 11.36 9.46 9.33 9.46 9.33 9.78 9.33
V
(tonm)
M 3.89 3.87 2.87 3.87 4 3.87 4 3.87 3.89 3.87 3.89 3.87 3.89 3.87 3.22 3.18 3.22 3.18 3.33 3.18

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 6.07 6.07 6.07 6.07 6.07 6.07 6.07
m
(ton) 88.94 88.43 76.22 88.43 91.42 88.43 91.42 88.43 88.94 88.43 88.94 88.43 88.94 88.43 73.61 72.65 73.61 72.65 76.1 72.65
F u
l ceff (cm) 34.06 34.06 28.68 34.06 34.06 34.06 34.06 34.06 34.06 34.06 34.06 34.06 34.06 34.06 34.06 34.06 34.06 34.06 34.06 34.06

(Rad)
θ c 0.43 0.43 0.44 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43
(Rad) 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48
θ
Direc tion Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

[12a] Column 2UNP18PL24X1 2UNP22PL24X1 2UNP18PL24X1 2UNP24PL22X1 2UNP22PL24X1 2UNP24PL24X1 2UNP22PL24X1 2UNP24PL24X1 2UNP18PL24X1 2UNP24PL22X1 2UNP18PL24X1 2UNP24PL22X1 2UNP18PL24X1 2UNP22PL24X1 2UNP18PL22X1 2UNP22PL24X1 2UNP18PL22X1 2UNP24PL22X1 2UNP22PL24X1 2UNP24PL24X1
Columns Section (Right)

the 2UNP22PL24X1 2UNP18PL22X1 2UNP24PL22X1 2UNP18PL22X1 2UNP24PL24X1 2UNP18PL22X1 2UNP24PL24X1 2UNP18PL22X1 2UNP24PL22X1 2UNP18PL22X1 2UNP24PL22X1 2UNP18PL22X1 2UNP22PL24X1 2UNP18PL22X1 2UNP22PL24X1 2UNP18PL16X1 2UNP24PL22X1 2UNP18PL16X1 2UNP24PL24X1 2UNP18PL16X1
of Column Section (Left)
Evaluation a (cm) 31 31 26 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31

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

4.18 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 C-1-3 C-4-5
TABLE Story STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY2 STORY2 STORY2 STORY2 STORY2 STORY2