Page 427 - Advanced Design Examples of Seismic Retrofit of Structures

Advanced Design Examples of Seismic Retrofit of Structures
376
Retrofitted PY1 Under Building Total ≥E D-E C-D CP-C LS-CP IO-LS B-IO 145 0 0 0 0 0 0 145 0 0 0 0 0 0 145 0 0 0 0 0 0 145 0 0 0 0 0 4 145 0 0 0 0 0 4 145 0 0 0 0 0 4 145 0 0 0 0 0 4 145 0 0 0 0 0 5 145 0 0 0 0 0 5 145 0 0 0 0 0 5 145 0 0
Sports 0 4 4 0 0 1 1 0 0 3 3 0

the A-B 145 141 141 141 141 140 140 140 140 137 137 145
in
Hinges Force 111,257.9219 127,268.0469 143,280.6875 174,674.7031 176,281.0781

Plastic Base 0 32,436.1523 36,141.7813 52,596.2969 69,053.3359 85,521.9609 159,306.875

of
Results

The Displacement 0.0015 2.10E 05 1.97E 04 0.0017 0.0033 0.0048 0.0073 0.0088 0.0103 0.0119 0.0134 0.0139
5.39

TABLE Step 0 1 2 3 4 5 6 7 8 9 10 11