Page 419 - Advanced Design Examples of Seismic Retrofit of Structures
P. 419
Advanced Design Examples of Seismic Retrofit of Structures
372
Retrofitted PY1 Under Building Total ≥E D-E C-D CP-C LS-CP IO-LS B-IO 52 0 0 0 0 0 0 52 0 0 0 0 0 2 52 0 0 0 0 0 2 52 0 0 0 0 0 2 52 0 0 0 0 0 4 52 0 0 0 0 0 7 52 0 0 0 0 0 9 52 0 0 0 0 0 11 52 0 0 0 0 0 13 52 0 0 0 0 0 15 52 0 0 0 0
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
