Third floor. gy (Behe « Be« ay) 2 3 felt) Me — walt Pol lve 90) gee froat- and rear-face deflections and the Eliminating the dynamic coupling between the for the {loos levele are as follows. motion of ns floor deflections and simplifying, the equatio ishtek's First sory: gle e us) t {Pima + raterssh + 293my,h * 293g sbtlanilais saslhendtinnis = 29 316 445 465 830 930 29 iWe (ty hy + W(t) hy} ba 310 {wp (t hy - Wait) hy! a SU8smig hs isl is (C.22} sites ali aa ge : Second story: Hf g he (12 ——_ ia so hy 1Bme seme a g 29Smeh eekyt ,hy 293m, Sat as +My) ) 29 : = S84EI 126 /SR4E a9 : tt) 37g lwett) be walt) ba] = + gyg teri - Walt) ih) + 574 (ae Yao, 7 er eos) 126 /S84El,, ae CRT ary, ssonast| + kalyg — yy) — Kays * Ys ae * =r * 919 (Sy Yao, Vig _ SB4ET, aay Yom) + hyve ~ Ya) — baiva > Ya) —b\ oh. S3$ma 839m Feeeee ceo dhe hy 533m, %) - (aie. eee LR 1660 ): 9 ‘ a ( 1660 * 4 28 {¢.28) 1860 7860 Third stor j: 3 43 TOITeA \ * 310 Far You, “gar Yeon} * S10 (“ar You ~ gay Yoo) 3 TB aggghy ADEM, Ne Rt ) SoS ef 933 330 if 4 3 126 /234EL Ny ) _ 22 my? fw ltt me? - Vale = Soe 3 7% ai0 ( F S04 E long _ hy fFSom: wee “3704 ay PER Ysong) Mea —¥0) + 92 “TgEB- * ml 3 - — ~ ..4\ 533m2 ee ee ee as . 4 NY ing the itrstsig more conveniert, une terme involv in order to make the numerical analy second floor, the of motion of on equati the from 3 and ihird-floor accelerations are eliminated a . pty BI3mMgyhy 29%m,.-hy HDi mg Ng UDEmMy mt tt Me 4 3 see n [a3 34 53 ‘359° * ges” a8 ~ -Gfy et 532m, hy (Sam (oe age \—yg567 * nay:hay} ENcieshy STSMe gh’\} 29 fy [wyplt) by — Wp it) ~f, (Steet, Sten" = SI ON RY *\{t80 4 isso) a) se (1+ fy)2) [wpB Wy yhy - - Halt ) dy] Wplt) Dy}a} * 316 29 6444) i) [weltb [wp(t) y hy - Wp ;E * 310 4 140 4 Popes: S84EL, /384E 1s, 126 ) _ SHEL /384E1, 126 : EERE aoe THAR TN Png IEEE ge oo Men ke Aer ere ere : _ Stents | igh Meats) - (Ss bey SECRET — RESTRICTED DATA 4 q 3 EONS oFOPO oreA reae ee yOPT