Page 255 - Advanced Design Examples of Seismic Retrofit of Structures

DCR 0.86 0.09 0.64 0.84 0.07 0.42 0.66 0.09 0.58 0.74 0.08 0.7 0.79 0.12 0.9 0.95 0.06 0.16 0.64

M PCEy 23.7 22.5 22.5 23.7 29.7 29.7 29.7 29.7 29.7 29.7 22.5 22.5 23.7 22.5 22.5 23.7 22.5 22.5 23.7

M PCEx 21.5 20.5 20.5 21.5 30 30 30 30 30 30 20.5 20.5 21.5 20.5 20.5 21.5 20.5 20.5 21.5

M CEy 19.1 18 18 19.1 24.2 24.2 24.2 24.2 24.2 24.2 18 18 19.1 18 18 19.1 18 18 19.1

M CEx 18.6 17.6 17.6 18.6 25.8 25.8 25.8 25.8 25.8 25.8 17.6 17.6 18.6 17.6 17.6 18.6 17.6 17.6 18.6
(ton m)
M PCLy 21.6 20.5 20.5 21.6 27 27 27 27 27 27 20.5 20.5 21.6 20.5 20.5 21.6 20.5 20.5 21.6

M PCLx 19.6 18.7 18.7 19.6 27.3 27.3 27.3 27.3 27.3 27.3 18.7 18.7 19.6 18.7 18.7 19.6 18.7 18.7 19.6

M CLy 17.3 16.4 16.4 17.3 22 22 22 22 22 22 16.4 16.4 17.3 16.4 16.4 17.3 16.4 16.4 17.3

M CLx 16.9 16 16 16.9 23.5 23.5 23.5 23.5 23.5 23.5 16 16 16.9 16 16 16.9 16 16 16.9

1636.2 1742.6 1742.6 1636.2 2429.5 2429.5 2152.1 2429.5 2429.5 2152.1 1742.6 1742.6 1636.2 1742.6 1742.6 1636.2 1742.6 1742.6 1636.2
P ey
(ton)
1225.4 1225.4 2305.2 2305.2 2305.2 2305.2 1225.4 1225.4 1225.4
P ex 1314 1314 2042 2042 1314 1314 1314 1314 1314 1314

m y — 10 8 2.2 10 8.6 4 10 6.9 — 10 7.8 — 10 5.4 — 10 10 —
m x — 10 8 2.2 10 8.6 4 10 6.9 — 10 7.8 — 10 5.4 — 10 10 —

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

Columns—cont’d M UDy P UF P CL 0.52 11 0.07 3.3 0.24 12.4 0.49 12.2 0.06 1.9 0.21 10.9 0.41 11.9 0.08 2.2 0.28 13.5 0.54 9.2 0.05 3.8 0.25 14.7 0.5 9.1 0.09 3.6 0.35 18.6 0.67 8.1 0.04 3.6 0.05 16 0.56 1

the M UDx M UFy (ton m) 1.3 6.1 0.3 3.5 1.4 1.3 0.6 0.9 1.4 5.1 2 5.3 1.2 0.8 2.8 6.1 2 4.2 1 3.8 1.4 7.9 1.3 4.8 1 3.7 1.7 9.5 1.7 4.5 1.6 2.9 2.1 9.3 0 1.3
of 7 6
Evaluation M UFx 0.3 225.9 0.1 219.1 0.6 219.1 0.5 225.9 0.4 275.8 0.2 275.8 0.9 273.8 0.3 275.8 1.4 275.8 0.6 273.8 0.4 219.1 0.5 219.1 0.5 225.9 0.4 219.1 0.7 219.1 0.6 225.9 0.9 219.1 0.1 219.1 0.2 225.9

of P CL (ton) 117.3 112.6 113.7 127.7
Results P UF 15 51.7 111 17.1 57.2 22.4 78.2 148 11.6 53.7 19.8 76.8 151 7.9 11.9

The F a kg cm 2 1278.9 1289.8 1289.8 1278.9 1320.2 1320.2 1310.7 1320.2 1320.2 1310.7 1289.8 1289.8 1278.9 1289.8 1289.8 1278.9 1289.8 1289.8 1278.9
4.15 Col. C22 C23 C23 C23 C24 C24 C24 C25 C25 C25 C26 C26 C26 C27 C27 C27 C28 C28 C28
TABLE Story STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1