Page 420 - Advanced Design Examples of Seismic Retrofit of Structures
P. 420
372 Advanced Design Examples of Seismic Retrofit of Structures
Total 52 52 52 52 52 52 52 52 52 52 52 52
≥E 0 0 0 0 0 0 0 0 0 0 0 0
D-E 0 0 0 0 0 0 0 0 0 0 0 0
C-D 0 0 0 0 0 0 0 0 0 0 0 0
CP-C 0 0 0 0 0 0 0 0 0 0 0 0
PY1
Under LS-CP 0 0 0 0 0 0 0 0 0 0 0 0
Building IO-LS 0 2 2 2 4 7 9 11 13 15 15 0
Retrofitted B-IO
Main 2 0 3 7 7 7 7 5 3 1 1 0
the A-B 50 50 47 43 41 38 36 36 36 36 36 52
in
Hinges Force 122,714.7188 202,692.8438 226,348.8125 298,510.2188 420,228.3438 458,527.0625 492,245.4375 507,845.8438 523,461.6563 542,236.1875
Plastic Base 0 539,065.125
of
Results
The Displacement 1.88E 04 0.0025 0.0049 0.0056 0.008 0.0126 0.014 0.0162 0.0185 0.0209 0.0232 0.0237
5.37
TABLE Step 0 1 2 3 4 5 6 7 8 9 10 11
