Page 262 - Advanced Design Examples of Seismic Retrofit of Structures
P. 262
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
185 176 185 176 179 176 220 217 140 138 140 138 144 138 144 138 140 138 140 138
30.4 29.1 30.4 29.1 29.4 29.1 36.2 35.8 23 22.7 23 22.7 23.8 22.7 23.8 22.7 23 22.7 23 22.7
92.9 92.9 92.9 92.9 92.9 92.9 114.3 114.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3 83.3
26.4 25.2 26.4 25.2 25.5 25.2 25.5 25.2 25.9 25.6 25.9 25.6 26.8 25.6 26.8 25.6 25.9 25.6 25.9 25.6
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 1.0 1.0 1.0 1.0 1.0
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 0.5 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 0.0491 0.0491
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 10,723 10,723
10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
15 15 15 15 15 15 20 20 15 15 15 15 15 15 15 15 15 15 15 15
31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31
20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20
C-1-3 C-4-5 F-1-3 F-4-5 G-1-3 G-4-5 H-1-3 H-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
1st 1st 1st 1st 1st 1st 1st 1st 2nd 2nd 2nd 2nd 2nd 2nd 2nd 2nd 2nd 2nd 2nd 2nd
