Page 253 - Advanced Design Examples of Seismic Retrofit of Structures

DCR 0.18 0.68 0.07 0.44 0.77 0.11 0.49 0.78 0.11 0.49 0.74 0.11 0.54 0.71 0.11 0.63 0.72 0.1 0.69 0.71 0.07

M PCEy 19.5 22.5 29.7 29.7 29.7 31.7 31.7 31.7 32.9 32.9 32.9 32.9 32.9 32.9 31.7 31.7 31.7 31.7 31.7 31.7 29.7

M PCEx 17.5 20.5 30 30 30 33.5 33.5 33.5 34.8 34.8 34.8 34.8 34.8 34.8 33.5 33.5 33.5 33.5 33.5 33.5 30

M CEy 15.8 18 24.2 24.2 24.2 25.9 25.9 25.9 26.9 26.9 26.9 26.9 26.9 26.9 25.9 25.9 25.9 25.9 25.9 25.9 24.2

M CEx 14.8 17.6 25.8 25.8 25.8 28.6 28.6 28.6 29.8 29.8 29.8 29.8 29.8 29.8 28.6 28.6 28.6 28.6 28.6 28.6 25.8
(ton m)
M PCLy 17.7 20.5 27 27 27 28.8 28.8 28.8 29.9 29.9 29.9 29.9 29.9 29.9 28.8 28.8 28.8 28.8 28.8 28.8 27

M PCLx 15.9 18.7 27.3 27.3 27.3 30.5 30.5 30.5 31.7 31.7 31.7 31.7 31.7 31.7 30.5 30.5 30.5 30.5 30.5 30.5 27.3

M CLy 14.4 16.4 22 22 22 23.6 23.6 23.6 24.5 24.5 24.5 24.5 24.5 24.5 23.6 23.6 23.6 23.6 23.6 23.6 22

M CLx 13.4 16 23.5 23.5 23.5 26 26 26 27.1 27.1 27.1 27.1 27.1 27.1 26 26 26 26 26 26 23.5

1526.8 1543.6 2429.5 2429.5 2152.1 2351.8 2443.9 2443.9 2351.8 2351.8 2429.5
P ey 2655 2655 2759 2759 2759 2759 2655 2655 2655 2655
(ton)
1100.3 2305.2 2305.2 2764.9 2764.9 2449.1 2889.2 2889.2 2559.3 2889.2 2889.2 2559.3 2764.9 2764.9 2449.1 2764.9 2764.9 2449.1 2305.2
P ex 1164 2042

m y 10 — 10 7.9 2.6 10 7.2 — 10 7.2 — 10 7.2 — 10 6.8 — 10 6.8 — 10
m x 10 — 10 7.9 2.6 10 7.2 — 10 7.2 — 10 7.2 — 10 6.8 — 10 6.8 — 10

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

Columns—cont’d M UDy P UF P CL 0.07 16.8 0.57 1.5 0.06 0 0.24 10 0.47 15.5 0.1 2.2 0.27 13.2 0.5 17.1 0.1 3 0.27 14.3 0.51 15.1 0.09 3.2 0.27 17.7 0.51 13 0.1 2.2 0.29 21.7 0.55 10.3 0.09 2.4 0.29 25.4 0.55 8.8 0.07 0.1

the M UDx M UFy (ton m) 0.8 8.9 0 1.6 0.9 0.5 0.3 4.6 1.2 6.4 0.2 0.3 0.6 5.7 0.7 6.9 0.1 0.8 0.7 5.8 0.7 0.5 0.8 1 7.1 0.7 5.2 0.5 0.4 0.9 8.9 0.9 4.3 0.4 0.4 0.9 10.5 0.9 3.8 0.5 0.3
of 6
Evaluation M UFx 0 192.1 0.2 217 0.9 275.8 0.7 275.8 0.8 273.8 0.1 290.1 0.2 290.1 0.3 288.2 0.1 299.2 0.2 299.2 0.3 297.3 0.2 299.2 0.4 299.2 0.2 297.3 0.2 290.1 0.3 290.1 0.3 288.2 0.1 290.1 0.3 290.1 0.3 288.2 0.7 275.8

of P CL (ton) 124.3 129.5 144.7 150.4 151.3 157.2 159.1
Results P UF 12.8 17.1 65.7 28 78.2 28.5 81.6 27.8 81.4 27.9 84 26.9 83.3 18.2

The F a kg cm 2 1285 1277.6 1320.2 1320.2 1310.7 1327.2 1327.2 1318.3 1327.7 1327.7 1318.9 1327.7 1327.7 1318.9 1327.2 1327.2 1318.3 1327.2 1327.2 1318.3 1320.2
4.15 Col. C7 C7 C8 C8 C8 C9 C9 C9 C10 C10 C10 C11 C11 C11 C12 C12 C12 C13 C13 C13 C14
TABLE Story STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 TORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3 STORY2 STORY1 STORY3