Page 376 - Advanced Design Examples of Seismic Retrofit of Structures

Example of a Steel Frame Building Retrofitted Chapter
0.75DL+0.75LL
(B)
0.75DL+0.75LL+0.75EX+0.225EY.
0.75DL+0.75LL+0.75EY 0.225EX.
(A)
(kg/cm 2 ).
braces 5 345
concentric
by (D)
building
main

retrofitted 0.75DL+0.75LL+0.75EY+0.225EX.

the
in
pressure (C)

Soil

5.23 +0.75EX 0.225EY.

FIG.