Page 326 - Advanced Design Examples of Seismic Retrofit of Structures

Example of a Steel Frame Building Retrofitted Chapter 5 313

CP 9.90 9.91 9.90 9.89 9.91 9.91 9.91 9.93

LS 6.93 6.94 6.93 6.92 6.94 6.94 6.94 6.95

5.10)

Fig. IO 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25
to
(Refer c 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2

0.2≤(P UF /P CL )≤0.5 14.85 14.87 14.85 14.84 14.87 14.86 14.87 14.90

Building b

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