Page 325 - Advanced Design Examples of Seismic Retrofit of Structures

9.90
9.90
9.93
9.91
9.91
9.91
9.91
9.89
CP
6.93
6.92
6.94
6.93
6.94
6.94
6.95
6.94
LS
5.10)
Fig.
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
IO
to
(Refer
0.2≤(P UF /P CL )≤0.5
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
c
14.86
14.90
14.87
14.87
14.87
14.85
14.84
14.85
b
Building Example of a Steel Frame Building Retrofitted Chapter 5 313
Sports a 9.90 9.91 9.90 9.89 9.91 9.91 9.91 9.93
the
of (ton)
Columns P CL 68 68 68 68 68 68 68 68
the
in
Hinges (ton) P UF 0.408 0.358 0.389 0.435 0.349 0.361 0.358 0.277
Plastic
5.13
TABLE Column C3 C4 C6 C7 C8 C9 C11 C13