Page 252 - Advanced Design Examples of Seismic Retrofit of Structures

DCR 0.37 0.93 1.1 0.41 0.89 1.1 0.42 0.94 1.1 0.47 1.1 1.22 0.45 0.98 1.04 0.5 1.23 1.22 0.08 Continued

M PCEy 19.5 19.5 22.5 19.5 19.5 22.5 19.5 19.5 22.5 19.5 19.5 22.5 19.5 19.5 22.5 19.5 19.5 22.5 19.5

M PCEx 17.5 17.5 20.5 17.5 17.5 20.5 17.5 17.5 20.5 17.5 17.5 20.5 17.5 17.5 20.5 17.5 17.5 20.5 17.5

M CEy 15.8 15.8 18 15.8 15.8 18 15.8 15.8 18 15.8 15.8 18 15.8 15.8 18 15.8 15.8 18 15.8

M CEx 14.8 14.8 17.6 14.8 14.8 17.6 14.8 14.8 17.6 14.8 14.8 17.6 14.8 14.8 17.6 14.8 14.8 17.6 14.8
(ton m)
M PCLy 17.7 17.7 20.5 17.7 17.7 20.5 17.7 17.7 20.5 17.7 17.7 20.5 17.7 17.7 20.5 17.7 17.7 20.5 17.7

M PCLx 15.9 15.9 18.7 15.9 15.9 18.7 15.9 15.9 18.7 15.9 15.9 18.7 15.9 15.9 18.7 15.9 15.9 18.7 15.9

M CLy 14.4 14.4 16.4 14.4 14.4 16.4 14.4 14.4 16.4 14.4 14.4 16.4 14.4 14.4 16.4 14.4 14.4 16.4 14.4

M CLx 13.4 13.4 16 13.4 13.4 16 13.4 13.4 16 13.4 13.4 16 13.4 13.4 16 13.4 13.4 16 13.4

1526.8 1526.8 1543.6 1526.8 1526.8 1543.6 1526.8 1526.8 1543.6 1526.8 1526.8 1543.6 1526.8 1526.8 1543.6 1526.8 1526.8 1543.6 1526.8
P ey
(ton)
1100.3 1100.3 1100.3 1100.3 1100.3 1100.3 1100.3 1100.3 1100.3 1100.3 1100.3 1100.3 1100.3
P ex 1164 1164 1164 1164 1164 1164

m y 9.8 3.5 — 9.4 3.5 — 9.1 2.6 — 8.5 — — 9.2 3.9 — 8.2 — — 10
m x 9.8 3.5 — 9.4 3.5 — 9.1 2.6 — 8.5 — — 9.2 3.9 — 8.2 — — 10

Action DC DC FC DC DC FC DC DC FC DC FC FC DC DC FC DC FC FC DC

P UF P CL 0.15 0.43 0.72 0.17 0.43 0.71 0.19 0.48 0.73 0.22 0.58 0.87 0.18 0.42 0.71 0.23 0.6 0.89 0.04
[12a] M UDy 3.5 10 11.1 11.7 12.4 12.4 11.4 13.8 10 4.7 15.8 9.5 4.6 17.5 8.9 4.7
Columns M UDx 0.3 1.8 1.2 4 0.2 1.3 1.2 4 0.2 1.3 1.2 4 0.9 1.6 1.6 0.9 1.6 1.2 0.9 1.7 1.5 1.4

the M UFy (ton m) 3.1 6.7 6.3 3.8 6.7 6.3 3.8 6.9 5.9 3.8 7.4 5.3 4.1 8.3 5.1 3.3
of 4 9 5
Evaluation M UFx 0.4 192.1 1.1 192.1 0.2 217 0.1 192.1 0.5 192.1 0.5 217 0.1 192.1 0.5 192.1 0.5 217 0.3 192.1 0.6 192.1 0.6 217 0.3 192.1 0.6 192.1 0.5 217 0.4 192.1 0.7 192.1 0.6 217 0.9 192.1

of P CL (ton) 156.4 154.6 158.6 111.2 188.3 153.9 116.2 193.4
Results P UF 29.6 83.2 33 83.1 35.9 91.3 41.4 34.9 80 43.8 8.2

The F a kg cm 2 1285 1285 1277.6 1285 1285 1277.6 1285 1285 1277.6 1285 1285 1277.6 1285 1285 1277.6 1285 1285 1277.6 1285
4.15 Col. C1 C1 C1 C2 C2 C2 C3 C3 C3 C4 C4 C4 C5 C5 C5 C6 C6 C6 C7
TABLE Story STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3