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/1l --z 2b.6Vt <br />9e -.'d 1.M(Il1 <br />70 I-, e! rater. ev.t 4o tett e[ .efl ovrr 1>•dr oek <br />bel! P1+0 iyuc.t to .nd Dobry. Iffll <br />t.[u.e IM•t bons •.M 14wz•n)i.n. 19191 <br />f.tuN un,t vri0ht.7s pc! <br />tiw. hl .tory: •na• ter... hills <br />•c6 <br />N. CC. Mrthep" 179n/aud.. 6.7 <br />.r .d as .e.1• rock .<c.l.r.alen to 0.319 <br />..................................................... <br />�- SNAKE -- a CONPULER PROGRAM FOR EARTHQUAKE RESPONSE <br />ANOF HORIZONTALLY LAYERED SITES <br />• eye Per [. SCM•Cel 6 JoM Ly.wsr <br />• .......................... ..... ............... ......... . <br />eh.k.l! )BM -PC V rsl0 of $HAAE <br />M. 5.S.e]Mill!.) L.1. J•nu.ry ]9e5 <br />...................................................... .. . <br />.h•A.16 M.v .edul..• r.dutti on e o for clays added• <br />• us i.0 I -I t. Ire. Sun •t •I II 9911 <br />• by: J. 1. Sun 6 R•01n oel..otkhl <br />• <br />.b -.,y .... . <br />• INAKEfON 91: Ad)u.t I..t ft tr•tf en; Input no. se •]Thar <br />• One or - V.; up to U .•csrlal types can <br />b .peciliad by N..6: up co SO Ly.r• c <br />' br rn.cif i.d; obl.ct wetien <•n M r.•d in <br />• !t ew • ..p•r•a• Iil. and <•n Mve u <br />.p..11/.d Ier ; Dift.r.na period••!et <br />• ..pons. .peclr•1 c. Ice lst/on.o ePaiena <br />• envwbet b: .nd 1ene+•1 tl.. n..p <br />• <br />byt J. I. Sun. 1. M. 2dr 1% A 1 Dlrrl. <br />June 3910 - r.bt... y 1991 <br />. .............................. I........................ . <br />SMAKEfl : Gn.r•1 t1.•nup .nd (ln.lf 3•tlon of lnpuc/ <br />eut put fcn•t ... et< <br />• by. I. M. Idtls. <br />• D.ceubas Iffl <br />........................................................... <br />IIAK. NVMO[R OF TCRMS to rOVRICA TRANSPoRM • 1096 <br />NEGESSART LENCTN OF WANK COe90N X . 2S619 <br />1'••••• OPTION 1 ••• READ RELATION BETWEEN SOIL PROPERTIES AND STRAIN <br />...................... <br />MATERIA: ttP6 N2.:1 <br />...................... <br />CURVE No. 21: FIJ aAs7E Q/Qrk CGRVC - Mat•.ov3e 6 X., ... nji.n 13999) <br />CURVE MO. 17: .!1 WASTE DAMPING CURVE - M•t..0vlc 6 Kavr•n71an 729991 <br />CUR VC M0.11 CURVE Mo.32 <br />STRAIN GIGP•A STRAin DAMPING <br />.40.1 1 to, .0711 1.1: <br />MINDER Of LAYERS <br />3.00o <br />16 <br />DCPTH TO BEDROCK <br />150.00 <br />WO. <br />TYPE <br />TRICRICSS <br />DEPTH Tet. <br />PRESS. <br />NODULUS <br />DAMPING <br />UNIT WT. <br />SHEAR <br />Vu <br />s.ef <br />.0716 <br />.f sf <br />.0716 <br />•.f7 <br />.1000.911 <br />.00)0 <br />.1000 <br />12.77 <br />.7160 <br />I!,! <br />stat <br />IWI <br />1krl4 <br />.176 <br />Ikc(l <br />11-1 <br />1 <br />11 <br />10.40 <br />S 01 <br />.)P <br />9f 4. <br />.BSO <br />.075 <br />650.0 <br />7 <br />11 <br />LO 00 <br />1! 90 <br />.43 <br />Net. <br />.BSO <br />.075 <br />650.0 <br />3 <br />11 <br />14 G4 <br />5.00 <br />.96 <br />996. <br />.010 <br />.015 <br />650.0 <br />d <br />.104 <br />IO.C: <br />31.04 <br />1.07 <br />966. <br />.010 <br />.0]S <br />650.0 <br />S <br />11 <br />14.00 <br />.!.40 <br />).39 <br />716. <br />.010 <br />.015 <br />610.0 <br />6 <br />II <br />11.01 <br />SS.00 <br />1.17 <br />1061. <br />.GSC <br />.075 <br />671.0 <br />7 <br />11 <br />:0.03 <br />61.00 <br />1.16 <br />1310. <br />.050 <br />.07S <br />7S0.0 <br />f <br />t <br />10.01 <br />75.40 <br />1.1: <br />LOCI. <br />.OSa <br />.115 <br />700.0 <br />9 <br />1 <br />IC.CO <br />.5.40 <br />1.11 <br />1947. <br />.010 <br />.IIS <br />700.0 <br />10 <br />t <br />10.14 <br />95.10 <br />).Ot <br />1902. <br />.0 0 <br />.12f <br />700.0 <br />ll <br />f <br />10.00 <br />IC). OC <br />).7C <br />2664. <br />.OSo <br />.121 <br />800.0 <br />12 <br />1 <br />10.00 <br />IIS.00 <br />6.12 <br />2606. <br />.05O <br />.12S <br />000.0 <br />13 <br />3 <br />1C.00 <br />125.00 <br />4.85 <br />2666. <br />-BSO <br />.IIS <br />•00.0 <br />11 <br />1 <br />10.00 <br />/15.40 <br />S.ST <br />)1N. <br />.BSO <br />.115 <br />000.0 <br />1S <br />1 <br />IO.00 <br />IIs.ee <br />6.20 <br />]714. <br />.BSO <br />.115 <br />900.0 <br />16 <br />MSE <br />363)5. <br />.BSO <br />.130 <br />7000.0 <br />PERIOD . .02 FROM AVERAGE SUM VE.ocirl .. 723. <br />FREQUENCY AMPLITUDE <br />MAXIMUM ANPL:FICATION + 16.71 <br />NOR FREQUENCY . 3.42 C/Stc. <br />PERIOD . .67 SEC. <br />I•••••• OPTION ) ••• REM INH NOTION <br />FILE MAT[ POP INPUT NOTION <br />N4. Or INPUT ACC. POINTS + ISO <br />1 <br />MO. or POI WrS USED 1N FK . 1095 <br />NO. Or NrAOINC LINES e 2 <br />N0. of POINTS PER LINE + 0 <br />TIME STEP FOR INPUT W710M .0300 <br />PONMAT FOR of TIME HISTORY • ISts.61 <br />••••• N C A 0 E A <br />S.n1A Teras• NI11. Mc.l... or.. - CHAN 3: 31S d.0 <br />4•]17. ISoc pt. 6 6.07 ..c <br />•• i1 RST A LAST S LINES OF INPUT MOTION ••••• <br />1 .0001)5 .OG Nf7 .00 Oi 67 .000690 .000366 .000194 .000SIS <br />.0104!0 .004160 .000900 .000669 .000045 .000119 .000111 <br />.00N65 .COOS)! .000761 .000675 .000]03 .000650 .000719 <br />t .006619 .00DS44 .0066.) .000167 .0006/7 .000590 .000676 <br />S .000!57 .BOOP/I .000Sbs .000361 .000716 .000239 .000307 <br />... .... INPUT MMIOM READ NOT ECHOED........... <br />'79 .00:160 -.063664 -.075162 -.003161 -.00226! -.00)565 -.001707 <br />10 .0015 Of .6c]040 .001)1) ,004E 70 .003010 .000191 .0002!6 <br />+II .0011:: -.06N99 -.001197 .006104 .001715-.001tN -.001709 <br />31: .00));) .65;755 -.000676 .000166 -.000176 -.000099 .001707 <br />)1) -.006100 -.0014:6 -.001616 -.001194 -.00)241 .000000 .000000 <br />.000] <br />3.00o <br />.0007 <br />1.77 <br />.0010 <br />3.000 <br />.DO Io <br />2.50 <br />.0077 <br />_111 <br />.00]7 <br />1.03 <br />.0100 <br />.fq <br />.0100 <br />s.ef <br />.0716 <br />.f sf <br />.0716 <br />•.f7 <br />.1000.911 <br />.00)0 <br />.1000 <br />12.77 <br />.7160 <br />.4Ss <br />.7160 <br />17.67 <br />1.6000 <br />.176 <br />2.0000 <br />7).17 <br />).1600 <br />.110 <br />).1600 <br />IS.IT <br />MATERIAL TYPE NO.fO <br />................... <br />CURVE NO. lt: <br />1, <br />930 ATTENUATION or ROCK AVERAGE IG1Go tet -A 31. 111 <br />CURVE NO. 20: <br />2: <br />010 DAMPING to ROCK AVERAGE 9/. <br />CURVE NO.)- <br />. ... <br />.... <br />CURVE NO. 3 <br />C E 140.70 <br />... <br />STRAIN <br />.. •e•• <br />G/CO.A <br />.a ..... ........ <br />STRAIN DAMPING <br />.0003 <br />1.000 <br />.0001 .40 <br />.000) <br />3.000 <br />.0010 .e0 <br />. Oo30 <br />.Res <br />.0300 I.SO <br />.00)0 <br />.957 <br />.3000 7.00 <br />.0100 <br />.100 <br />3.0000 1.60 <br />.0)00 <br />.Oto <br />.0000 .00 <br />.1000 <br />. 115 <br />.0000 .00 <br />3.0000 <br />.550 <br />.0000 .00 <br />MATERIAL TYPE NO. I <br />......... ... ....... <br />CURVE NO. <br />1, <br />el MODULUS REDUCTION CURVE: PI • 0 <br />CURVE NO. <br />2: <br />O1 DAMPING: PI • 0 <br />CUM NO. 3 <br />CURVE NO. 3 <br />STRAIN <br />........ <br />O/fi.aM <br />....... <br />D%Htlm <br />.0001 <br />1.000 <br />.STRAIN <br />------- ........ <br />.0001 1.00 <br />.0042 <br />1.000 <br />.0003 las <br />.0010 <br />.870 <br />.0010 I.fO <br />.0011 <br />.860 <br />.00)7 ).30 <br />.0100 <br />.T10 <br />.0I 00 S.SO <br />.0736 <br />.500 <br />.0316 0.10 <br />.3000 <br />.260 <br />.1000 IS.20 <br />.)160 <br />.100 <br />.]160 30.10 <br />1.0000 <br />.BSO <br />3.0000 77.70 <br />).1100 <br />.cis <br />3.3600 26.00 <br />1•••••• OPTION I <br />••• READ SOIL PROFILE <br />NEt SOUL PROFILE NO. <br />t IDEJTIFIGT70N f.ru.rd <br />70'r .].FO's eil. <br />M[>6.71San1 <br />.Oto <br />MAIM H ACCELERATION• 22774 <br />. <br />...... <br />0/O. <br />Md <br />USED <br />AT TIME fat SEC <br />RATIO <br />.000)15 <br />NO TYPE <br />DEPTH <br />THE VALUES WILL RE MOLTIPLIED BY A FACTOR • <br />.976 <br />DAMPINC <br />....I <br />.000106 <br />70 GIVE MEN MAXIMtM ACCELERATION . <br />.1!000 <br />STRAIN <br />NEM <br />USED <br />MEAN SQUARE FREQUENCY . 6.02 C/SEC. <br />.000560 <br />... .... <br />.... <br />....... <br />MAR ACCELERATION . .If000 FOR racQuo Cirs REMOVED <br />ABOVE <br />21.00 <br />C/SEC. <br />1•••••• OPTION t ••• READ MMEAE OBJECT MOTION 1S GIVEN <br />S.0 <br />.00S61 <br />.OSO <br />O&1 ECT NOTION IN LAYER NUMBER 16 OUTCROP►IMG <br />.1 16 <br />2 11 <br />.......OPTION S ••• OBTAIN STRAIN COMPATIBLE SOIL <br />PROPEATIES <br />.071 <br />MAXIMUM NUMBER OF ITERATIONS <br />• 11 <br />.0000!1 <br />3 it <br />IS.: <br />FACTOR FOR UNIFORM STRAIN IN TINE DOMAIN <br />. .S7 <br />.Oto <br />-t.4 <br />.001707 <br />FARTHQUARf - .Iter-AJ..•r <br />)5 . <br />,01007 <br />.016 <br />.oft <br />SOIL PROFILE - for - <br />.003$47 <br />S 11 <br />1S.O <br />ITERATION NUMBER 1 <br />.104 <br />.106 <br />-2.2 <br />.000670 <br />VALUES IN TINE DcmArm <br />55.0 <br />.05'726 <br />.lOt <br />.101 <br />RO TYPE DEPTH UNIFIW. <--.. "PIPING ....z <br />s.... SMEAR NOOUWS <br />••-•-a <br />0/00 <br />I FT.I STM IN NEO USED ERROR <br />... .... .... ....... ..... <br />NEM <br />USED <br />ERROR <br />RATIO <br />...... ...... <br />1 11 S.0 .00004 .OSS .BSO f.7tel <br />....... <br />....... <br />a <br />...... <br />-I.S <br />----- <br />1.000 <br />2 I1 1S.0 .02152 .07/ .BSO IT.0 <br />15].6 <br />fN.1 <br />-J .t <br />I.000 <br />7 71 2S.0 .03161 .ONO .*So 11.1 <br />MIL a <br />fel 1 <br />-/.) <br />1.Do0 <br />t 11 3$.0 .042:2 .off .4150 If.6 <br />125.3 <br />114.1 <br />-6.) <br />7.000 <br />S Il 45.0 .0 S16a .105 .BSO 13.0 <br />111.0 <br />104.1 <br />-e.0 <br />1.000 <br />{ JI SS .O .0tH f .101 .OsO S/.1 <br />476.1 <br />1062., <br />-1.7 <br />1.000 <br />7 I] 65.0 .05194 .1Of .BSO SJ.f <br />1717.7 <br />33)0.3 <br />•T.f <br />1.000 <br />0 1 75.0 .03,11 .toe .Oso S).7 <br />ON.t <br />3!03.3 <br />-119.5 <br />1. oso <br />9 I •S.0 .043)0 .111 .OSO SS.1 <br />.76.7 <br />1901., <br />•110.1 <br />1.000 <br />10 1 95.0 .pees: .110 .BSO S7.7 <br />710.6 <br />]fn2.2-/42.7 <br />0.000 <br />17 1 IDS.* .0007! .109 .OSO S4.3 <br />1136.1 <br />IONS <br />-H 2.5 <br />1.000 <br />12 1 115.0 .04322 .111 .0so SS.6 <br />1010.2 <br />7g4.f <br />-1)0.0 <br />3.000 <br />Il 1 12S.0 .016,0 .IIS .BSO S6.4 <br />1057.0 <br />2404.S <br />-IIS .1 <br />1.000 <br />14 3 375.0 .0364S .705 .050 $2.5 <br />1471.4 <br />)116.1 <br />-31).7 <br />1.000 <br />33 1 14S.0 .03713 .106 .OSB S2.6 <br />1466.6 <br />2111.4 <br />-116.4 <br />1.000 <br />EARTHQUAKE <br />SOIL PROFILE - r. -,d 70•r el. 00••011. MCC.6.715•nl <br />ITERATION HUMBER I <br />VALUES IN TIME DOMAIN <br />.000196 <br />...... <br />0/O. <br />Md <br />USED <br />ERROR <br />RATIO <br />.000)15 <br />NO TYPE <br />DEPTH <br />tO2FRM. <br />..... <br />DAMPINC <br />....I <br />.000106 <br />#46.0 <br />IFTI <br />STRAIN <br />NEM <br />USED <br />ERROR <br />.000560 <br />... .... <br />.... <br />....... <br />..... <br />716 <br />.0005/. <br />1 it <br />S.0 <br />.00S61 <br />.OSO <br />.OSS <br />.1 16 <br />2 11 <br />IS.O <br />.01654 <br />.071 <br />.071 <br />.0000!1 <br />3 it <br />IS.: <br />.03727 <br />.006 <br />.Oto <br />-t.4 <br />.001707 <br />1 11 <br />)5 . <br />,01007 <br />.016 <br />.oft <br />J .l <br />.003$47 <br />S 11 <br />1S.O <br />.00011 <br />.104 <br />.106 <br />-2.2 <br />.000670 <br />6 I1 <br />55.0 <br />.05'726 <br />.lOt <br />.101 <br />-1 .0 <br />.000000 <br />7 11 <br />65.0 <br />.04}50 <br />.165 <br />.106 <br />-l.t <br />• <br />.-... SMGS WINALUS <br />...... <br />0/O. <br />Md <br />USED <br />ERROR <br />RATIO <br />....... <br />....... <br />..... <br />..... <br />151.0 <br />157.6 <br />.6 <br />.167 <br />#46.0 <br />f.1.. <br />.3 <br />.f5f <br />f)1.) <br />fJS.] <br />.t <br />.ft0 <br />f1S.s <br />111.0 <br />.S <br />716 <br />.120 <br />171161 .6 <br />1717.) <br />.] <br />.1 16 <br />