.
\
,
)
For roof:
YT RT er
sa
a Yoo) |
—
384EI,
~0. oas {384
Yso, 7 oa) + 0,403
& so ~ Yoox)
~ 510y; + 1490(y2 ~ yy) - 2940(yy ~ yg) + 0,00207(11,370)y,
+ 0.01924(3810)(y, ~ y,) ~ 1.02131(1760)(y, - y,) + Hes (¥s ~ ¥2)
Second floor:
16,33mh)
(us, + hie)
mT
Pa [e pte
weit h}
oo
4091m.h
Bw, Ra Ym ayy “a0007 Ys
_ $6Tmgh
2,000 ¥s¢ ey
(C.82}
Third floor:
16,133mgh_ 4091m.h ) .
(x * “31,000 7 “4z,G00{1} t 32 * CL ~ G) fwplt) b - wy) hy ~ Ry, + Ry + G3 - yy
(3501meh
(1+ fy) helyg - yy) fk yyy + (ai
42,000
| 367msh,
cP, ,
21,000 ‘) Yat & Weo7¥)
(€.89)
Roof:
7883 mgh _ Sigh |
{uc « 31,000"
85¢imgh
307mpb ,
21,0001 Oo * Bi000i) t Ya * po a- Slt
X [we (t) h— wait) hi - Rt (fh, + ty} Ry7 Gy, - (b+ 6) Bil ye)
— hte - (Lg) Ga yd > (tg - yf) ky; + us ~Y23
(C.84)
where Ry. Ry, and Ry, are the resisting shears of tre f= 4-' «5d ress
walls developed at the
6econd floor, third floor: and rool, respectively, due to the deflectio: of
tae VariGus Uv? only.
di sett
inhaled sa aoe aCe
Soper oe
wibtassuiibedts
vais
(C.81)
A simplified set of equations is presented below for the motion
of the floors after the
response of the wall si2bs has become oscillatory.
fie
toate ss eda dhbedhy ccs 4 Loatnabttel, cine niaraacbdiathadbatl otfde dodeatt dice. t sist Saat den capedabin. stdtee tst’
Shi Wicd ELK shone Sdbtd nto chante bebbhis ds Sib.
2.8018y, = 0,143(16.485) iP, ~ Pa) + 0.0156
156
vECRET- RESTRICTED OATA