Page 426 - Advanced Design Examples of Seismic Retrofit of Structures
P. 426
Example of a Steel Frame Building Retrofitted Chapter 5 375
Total 145 145 145 145 145 145 145 145 145 145 145 145
≥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
PX1
Under LS-CP 0 0 0 0 0 0 0 0 0 0 0 0
Building IO-LS
Retrofitted B-IO 0 0 0 2 2 3 3 3 4 5 5 0
Sports 0 1 3 1 1 1 1 2 2 1 1 0
the A-B 145 144 142 142 142 141 141 140 139 139 139 145
in
Hinges Force 105,764.2109 110,665.7109 114,430.5078 114,550.8984
Plastic Base 0 24,161.041 40,498.3047 56,508.4141 68,828.9766 81,149.6563 93,470.4375 114,275.625
of
Results
The Displacement 7.50E 04 7.88E 04 0.0018 0.0036 0.0051 0.0067 0.0082 0097 0.0104 0.0119 0.0134 0.0146
5.38 0
TABLE Step 0 1 2 3 4 5 6 7 8 9 10 11
