Page 409 - Advanced Design Examples of Seismic Retrofit of Structures
P. 409
> M OTY / R OT )
R OT 8 8 8 0.9 M STY (C 1y C 2 564 119
> M OTX / R OT )
m) J 2 2 2 0.9 M STX (C 1x C 2 554 119
ton, C 2
(Units: 1 1 1
Buildings C 1y C 1x 1.3 1.3 1.4 M OTY / M STY > (C 1y C 2 J) 2259 477
Retrofitted D y 1.4 7.5 1.3 7.5 1.4 8.0
the M OTX /
for D x 15.6 19.2 5.0 M STX > (C 1x C 2 J) 2219 477
Effects 720 174 M STY 6191 1393
Overturning W I 99
the H 7.1 3.7 5.5 M STX 15446 871
of M OTY 6250 1377
Evaluation V y 461 793 248
the V x 461 793 248 M OTX 6250 1377
of
Results Story 1st Floor Floor
5.34
TABLE Building Main Sports Main Sports
