Page 269 - 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

V CE (ton) 41.12 41.12 41.12 41.12 41.12 41.12 41.12 41.12 41.12 41.12 41.12 41.12 41.12 41.12 41.12 41.12 41.12 41.12 41.12

M CE (tonm) 15.05 15.05 15.05 15.05 15.05 15.05 15.05 15.05 15.05 15.05 15.05 15.05 15.05 15.05 15.05 15.05 15.05 15.05 15.05

A s (cm 2 ) 25.96 25.96 25.96 25.96 25.96 25.96 25.96 25.96 25.96 25.96 25.96 25.96 25.96 25.96 25.96 25.96 25.96 25.96 25.96

Z (cm 3 ) 570 570 570 570 570 570 570 570 570 570 570 570 570 570 570 570 570 570 570

V (ton) 5.98 5.94 5.22 5.94 6.14 5.94 6.14 5.94 5.98 5.94 5.98 5.94 5.98 5.94 4.95 4.88 4.95 4.88 5.11

M (tonm) 3.67 3.65 2.73 3.65 3.77 3.65 3.77 3.65 3.67 3.65 3.67 3.65 3.67 3.65 3.04 3 3.04 3 3.14

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
F u (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

l beff (cm) 61.39 61.39 52.23 61.39 61.39 61.39 61.39 61.39 61.39 61.39 61.39 61.39 61.39 61.39 61.39 61.39 61.39 61.39 61.39

θ b (Rad) 0.53 0.53 0.52 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53
[12a]

Beams θ (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

the a (cm)
of 31 31 26 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31
Evaluation L inf (cm) 540 540 540 540 540 540 540 540 540 540 540 540 540 540 540 540 540 540 540

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

4.19 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
TABLE Story STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY2 STORY2 STORY2 STORY2 STORY2