Page 418 - Advanced Design Examples of Seismic Retrofit of Structures
P. 418
Example of a Steel Frame Building Retrofitted Chapter 5 371
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
PX1
Under LS-CP 0 0 0 0 0 0 0 0 0 0 0
Building IO-LS 0 0 4 8 8 9 12 12 13 18 0
Retrofitted 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
