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[Ileo"""° Te.eur <br />[er...re 1•netttl <br />.eeoa <br />Looe <br />.eoo) <br />1.» <br />110 toot of rtaVae mer 1e tort of ..It ertr bedreek <br />,eo 10 <br />2.000 <br />.eolo <br />J.se <br />sell Pt.o Iwettse .nd Dobry. uf1R <br />.0077 <br />.fib <br />.0032 <br />t.0a <br />zefu.e IM.1•eotic and Uwz.nlian. If 9t) <br />.0200 <br />.fu <br />AS! <br />.0200 <br />3.91 <br />Far- 1.•1it VelOht •)S pe1 <br />.0316 <br />.S 'a.0000 .00 <br />.0716 <br />e.n <br />IN. htatory: rent. tete.. hill. <br />.IOpO <br />.2100 <br />..01 <br />.625 <br />.1000 <br />.)160 <br />17.62 <br />17,9) <br />:E - •',autke wa0nitude: 6.7 <br />7.0000 <br />.716 <br />1.0000 <br />71.92 <br />a .td to scale rock attel<r •cl on to 0.290 <br />3.1600 <br />.230 <br />3.1600 <br />2S. 17 <br />.................. ........................... <br />•- A CONPU'ro PROGRAM POR EAATIOVAKE RESIGNS[ <br />• '-' ANALYSIS . Sthn•bel 1 JeM Ly.eet -- 1970 <br />....................................................... . <br />a h. ke•S IRM -PC V Irl en of SMAKE <br />by: I.S.t ANIIIi.. Lot. J.nu.ry ties <br />•....................................................... <br />ah. ke99 hew wo0u fu. [eduetlon es fot city .dd.d- <br />• u2, Lp ... alts tree Sun a vtI U Peen <br />• by: J. I. Run 1 R.eln Goles or khl <br />•Prb-.ry 24, 1998 <br />.............Aq •-.-._--._....._..._..______._...._.._._... . <br />• S7Rtf/9 L Ad9 rat Laa Iter Ott en; Inpua no. it elthet <br />• O.R e[ msz V6: up to 1I material typt6 can <br />• bt ap•ei[ted by vat;: up to so LtYere eon <br />' be .peelfiad; ebl e<t wetien con b• read In <br />• ftew . •egrata !Alt Ind c n have •tr <br />• ...A I...e Dl rt er.n• Mrled• for <br />' t.rP•on.m aper..r•I et )eulatJona; eptlen. <br />•enuMerrta: Ind gmtt•1 e)eenup <br />• >ti• sun. I. N. IOr I •a a P. D3rriw _ <br />' hot Iff6 . robr... Y-2911 <br />. <br />............................. .......................... <br />• SHAKE91 , Gen.1.1 cl.... P and flntlirttlen of Input/ <br />' output ).twat . it <br />• by: 1. M. tarts. <br />• to <br />eer Iffl <br />......................_...................................... <br />HAS. NUMBER Or TERMS IM fOV11]tR M <br />TNIFORM . 6096 <br />NECESSARY I.UT2 4GOr BLANK COMMON K • 75611, <br />•••••• OPTION 1 ••• READ RELATION 2CM-1 3s SOIL PROPERTIES AND STRAIN <br />.. .... ......... .... <br />MATERIAL TYPE NO.I1 <br />...................... <br />CURVE NO. 11: 111 WASTE GfCoX CURVE . Matasovic 6 K.V.zanll.n (19991 <br />CURVE NO. 37: •11 WASTE DAMPING CURVE • M•1•sovic 6 RavazanJlan 119981 <br />CURVEN0.21 CURVE "0.17 <br />••.•..r••rr•.••.... ...... <br />..r. ta..a•.•••••r <br />STRAIN G/OntH STRAIN DAMPING <br />.0001 1.700 .0001 ].1) <br />._ DCPTR TO 11 -ROCK 220.0. <br />DCPTN Tet. PRESS. MODULUS DAMPING UNIT M7. SHEAR <br />fit) IWI Ikstl Ikefl I(ps) <br />S .00 .)0 966. .050 .075 650.0 <br />)5.00 .tl 966. .MSO .075 6So0 <br />75.00 .91 961. .MSD .07S 650..0 <br />15.00 1.07 914. .MSO .015 650.0 <br />15.00 1.19 691. .MSO .071 650.0 <br />S5.00 1.72 1061. .MSO .075 675.0 <br />65.00 I.t4 1)10. .MSO .075 750.0 <br />75.00 1.51 IJ 99. .050 .075 775.0 <br />15.0E ).70 1691. .MSO .075 .00.0 <br />fs.00 1..7 iS bb. .050 .07S 820.0 <br />705.00 7.95 1767. .050 -075 670.0 <br />115.00 7.07 1971. .050 .01S - 970.0 <br />111.00 1.70 2197. .050 .015 970.0 <br />I IS. 60 I,II 756.. -MSO .MIS 1050.0 <br />345.00 7.70 )eel. .050 .125 1000.0 <br />)ss.0o 7.77 1962. .MSO .12S 1000.0 <br />I6S.00 ).1,s 1:9I. .Oso .17S 1000.0 <br />17S.00 t.Se t6f7. .Oso .175 II00.0 <br />Ies.00 S.20 6697. .050 .)2S 1100.0 <br />195.00 S.e3 4697. .050 .125 1100.0 <br />205.00 6.16 3590. .MSO .17t 1700.0 <br />115.00 l.0• 5590. .MSO .125 1200.0 <br />16125. .050 .130 3000.0 <br />EkIOD . .90 FROM AVERAGE SHEAR VELOCITY . oto. <br />I toVENGY AMPLITUDE <br />!]MUM AMPLIFICATION • 14.13 <br />t "I"WENCT • 1.23 c/SEC. <br />PERIOD .61 SEC. <br />•••• OPTION I ••• READ ]NPUT NOTION <br />ILE MAKE FOR INPUT NOTION a elter•Az.s.t <br />NO. or IN PVT ACC. POINTS . IS01 <br />10. OF POINTS USED IN FIT s 6096 <br />NO. OF HEADING LINES . 2 <br />NO. Of POINTS PER LINE e e <br />NESEP FOR INPUT MOTION • .0700 <br />,AHA I. <br />FOR Of TIME HISTORY . 2619.61 <br />N E A O E 1 <br />f <br />a . Hilla Aeetlero0r.w e1U.11 ), 311 doq <br />2504 pa. • 0.02 . <br />. LAST S LIKES[O, INPUT MOTION ••••• <br />;00)5 .00005! .000661 .000690 .000)11 .0004)! .000505 .000)96 <br />1019! .000160 .00060! .00066) ..000115 .0003.8 .000]!) .000755 <br />0046S .00:S2f .000743 .000/7S 000)0) .000650 .0002,1! .000006 <br />---000699 .000S44 .0006!) .000541 .000601 .000550 .000676 .000560 <br />•RATERIAL•TYPE. NO.10•• <br />CURVE NO. 10: <br />010 ATTENUATION OF ROCK AVERAGE 10/Ge for reek 111 7/1 <br />CURVE NO. 2.: <br />110 Dasrl- IN AOCR AVCMC[ 1,/t <br />No. t9 <br />-••cvnvt <br />• STRAIN • <br />.. •••carRyc•No.7o <br />GAp.aR STM ]N z•;;;PING <br />.0001 <br />........ ........ <br />1.000 .0001 .60 <br />.0001 <br />1.000 .0010 .t0 <br />.0010 <br />.981 ,0100 1.90 <br />.0010 <br />.f s2 .1000 l.00 <br />.0100 <br />.t00 1.0000 0.60 <br />.0700 <br />.010 .0000 .00 <br />.1000 <br />.716 .0000 .00 <br />2.0000 <br />.S 'a.0000 .00 <br />...................... <br />MATERIAL TYPE p0. I <br />...................... <br />CURVE NO. 1: <br />01 IODULOS REIDUCTION CURVE. PI e 0 <br />CURVE NO. 2. <br />.1 DAMPING: P1 a 0 <br />NAVE NQ. 3 <br />STRAIN G/Go.A <br />.0007 1.000 <br />.OpO)7.000 <br />0010 .970 <br />,0032 .980 <br />.sloe .710 <br />.0)16 ,500 <br />1000 ,360 <br />.IDM <br />1.0000 .MSO <br />).1600 ,015 <br />CURVE NO. 3 <br />STRAIN DAMPING <br />0001 1.00 <br />.000) 1.70 <br />0010 3.10 <br />0037 1.10 <br />0100 S.so <br />.0116 l..0 <br />.100015.2o <br />.1160 70.70 <br />1.0goo <br />32.70 <br />1.1600 26.00 <br />1•••••• O►TSON 2 ••• READ SOIL PIIOrmt <br />xFar SOIL PROFILE No. I ID3NT2FIGTION Forward <br />110'rtf, 10•ae11.MCE•6.]IS•n <br />S .0001 SI .000930 .000S6S .000362 .000716 .000]]1 .000003 .000516 <br />INPUT MOTION READ NOT ECHOED........... <br />309 .000160 -.003666 -.003.62 -.:0001161 -.002360 •.003565 -.00)707 .0000.. <br />130 .001509 .002060 .0023!7 .1070 .0030!0 .0001!1 .0007!6 .001707 <br />311 .001621 -.000169 -.003397 .000100 .00)715 -.001)61 •.00170) .002567 <br />II) .0071)) .001030 -_000076 .000360 -.000176 -.0000!0 .00170) .000010 <br />313 -.000700 •.00117. -.00263. •.Ool 196 -.003711 .000000 .000000 .00002,0 <br />MAZINVN ACCELERATION a .]377) <br />AT VALUES <br />. 6.11 REC <br />TI[ VALVES NASTACC <br />0C MIrL2ED BY A TACTOR + .1 <br />MOI VC NEW MARNUN ACCA.CRATION _1900 <br />NUN SQUARE FREQUENCY • 6.02 C/EEC. t <br />MAJ ACCELERATION t .19000 FOR FREQUENCIES REMOVED ABOVE 25.00 C/SEC. <br />1••••••OPTION 4 ••• READ WHERE OBJECT MOTION IS CIVC1 <br />OBJECT NOTION IN LAYER NUMBER 23 OUTCROPPING <br />I•••••• OPTION S ••• OBTAIN STRAIN COMPATIBLE SOIL PROPERTIES <br />KAtIHRM NUMBER OF ITERATIONS it <br />FACTOR FOR UNIFORM STRAIN IN TIME DOMAIN <br />URTNOVAKE Alter-hz.A• <br />SOIL I Orl LE - Peew •e11.MCE•6 .112•n <br />ITE3ATION NUMBER 1 <br />VA S. IN TINE DOMAIN <br />NO TYPE DEPTH UNIrAM. ..-•• DAMPING ....I ..... SNEAK MODULUS ...... G/ee <br />IRI STRAIN NEW USED CRN" NEW USED RRAOA RATIO <br />... .... .... ....... ..... ...... ----- <br />.-.-.--- ....... ....-- ..... <br />1 1I S.0 .00710 .OS• .MSO 7.6 :70.7 606./ •l.t 1.000 <br />1 11 35.0 .0710) .090 .Oso 77.3 fSl.) 11,0.1 -1.1 1.000 <br />7 11 13.0 .07611 .Of716.0 )70.7 <br />4 13 )5.0 .04551 .103 .030)11.6 600.1 -7 .0 1.000 <br />5 11 4S.0 .OSSe6 .lot .MSO S4.3 105.0 )60.1 -e.! 1.000 <br />6 I1 SS.O .05916 .113 .MSO SS.I 973.) 1061.1 -1,A 1.000 <br />7 11 65.0 .05150 .107 ,OSo S),) 1211.6 1)10.1 -1.1 1.000 <br />0 I1 7S.0 .OS207 .107 .Oso 53.2 )291.1 1)99.0 •0.7 1.000 <br />f 11 11S.0 .01311 .107 .OSO S).S 1117.1 1090.7 -8.1 1.000 <br />l0 13 <br />95.0 .OS34S .101 .MSO s3.6 1666.3 1566.1 •1,1 1-.000 <br />11 11 101.0 .01162 .105 .OSO S1.6 1636.t 1767.0 -7.7 1.000 <br />]7 11 115.0 .04 S70 :lOJ .MSO Sl.l 1001.3 1!)1.4 -1.1 1.000 <br />11 ll 115.0 .01113 .100 .MSO 50.1 1056.5 31 I'S •6.0 1.000 <br />10 11 1)S.0 .0)16) .066 -MSO 67.7 JU J.1 TSt1.9 •S.t l.e6e <br />IS I 165.0 .035)7 .otl .010 66.0 2001.1 )01,1.0 •86.S 1.000 <br />76 1 lis.: .o77St .0)2 -oso /S.6 700..0 )012.o -01.3 1. oos <br />» 1 I6f.a .O2,Of.Oso 67.) 1999.7 )807.0 •t/.l 1.000 <br />is I 175.0 .02SS1 .090 .oso 44 S 2S29 .. 6/17.1 •Is.l 1. Doo <br />If / ISS.0 .03710 .093 .050 65.9 2077.7 6691.2 -81.6 1.000 <br />20 1 l)S.O .07033 .01/ .050 66.1 306).6 0.97.3 -62.3 1.000 <br />71 I 205.0 .07021 .0.0 .0so /),J 1066.1 5590.1 •02.7 1.000 <br />37 1 315.0 .03056 .0.0 .050 43.6 7052.7 S340.1 -97.1 1.000 <br />1 <br />EARTMOUAKE •lttT-hr.s•r <br />SOIL PROFILE - V. -.,d 140.1.f.e0'ae11. lICE•6 .71San <br />C <br />7 <br />