Page 417 - Advanced Design Examples of Seismic Retrofit of Structures

Total
52
52
52
52
52
52
52
52
52
52
52
≥E
0
0
0
0
0
0
0
0
0
0
0
D-E
0
0
0
0
0
0
0
0
0
0
0
C-D
0
0
0
0
0
0
0
0
0
0
0
CP-C
0
0
0
0
0
0
0
0
0
0
0
LS-CP
0
0
0
0
0
0
0
0
0
0
0
IO-LS
18
13
12
12
9
4
0
0
8
0
8
Retrofitted PX1 Under Building Example of a Steel Frame Building Retrofitted Chapter 5 371
B-IO
10
Main 0 3 4 5 6 5 6 9 5 0
the A-B 52 49 44 39 38 38 34 31 29 29 52
in
Hinges Force 117,069.7734 196,824.9219 319,873.3125 462,290.7813 613,619.5625 691,679.0625 711,515.6875 730,432.8125 739,888.6875
Plastic Base 0 538,479.75
of
Results
The Displacement 0.0016 2.77E 04 0.0015 0.0042 0.0076 0.0094 0.0112 0.0133 0.014 0.0154 0.0168
5.36
TABLE Step 0 1 2 3 4 5 6 7 8 9 10