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f 33.11•:0. )b.eut <br />tervud ].net 111 <br />70 felt of return wet PO tee. o[ sot] wen bedrock <br />0011 P1.0 IVand Dobry. 19971 <br />:•fuse /lt.arrwueeticic and 14vrsnl l.n. Islas <br />So unit -low -.75 pct <br />�hl story: cerr•llto. Turek• canyon read <br />�tAOu•k• w•9nitude+ 6.7 <br />need to ac.l. rock cc ...... ton to O.lfp <br />'--•-.................................................. <br />• SNAKE •• A CONPLTER PROGRAM FOR EARTHQUAKE RESPONSE <br />ANMYS71 Of HOR7ICNTMLY LAYERED SITES <br />• by: P-0 , SCM.bel 1 IoM LY--- 1910 <br />........................................................ <br />en.R •fi i•N-Ic v el •.N.tr <br />•. •1 sn <br />b7-: S.S. Wo7i:, Li. J.nu..y ite3 <br />•................................................. ...... . <br />),.keep Nw Rod" re deet ion t... <br />s for el•ya .dd.d• <br />• us lr.9 results flew Sun et •1 Itself <br />by: J. 1. Sun a Asnin Get .... khl <br />• Febtu•ry J6, 1179 <br />.................................. ...................... . <br />• SMAKE90/fl: Adj... I..1 it era ion: Inwt no. is sitAer - <br />• O•.• .1 ell V.. ep to 1, •..ter]•1 type. c <br />• be :pacified by user; up to 90 L.yerr tan n <br />• b..pet!fled: obi act weer on e•n be seed In <br />• frees • septa!♦ the end can Mvr v er <br />• sp•ellf.d terw.t: Dltter.nt porteda,for <br />• se.pnse •Pet r.1 c•leulation.; opt Lens <br />• ue r aUtaereed; and Oeners) ela•rtl.p <br />• by: �. I. Sun. I- <br />NI. L P- olrrlw <br />• Jum If 90 - Fabrwry 39'1 <br />• SIUKf1 : Gner.1 cleaRwD and t1nal lratlen of Input/ <br />• wtwt tore»t ... eta <br />by. I M. lama. <br />• DeceMer Iffl <br />.......•.•....•..................•......•................•. <br />MAK. NUMBER Or TERNS IN FOURIER TRRNSPoRM • 4096 <br />NECESSARY LENGTH OF BUNK COMMON E . 75619 <br />1•••••• OPTION I ••• READ RELATION BETWEEN SOIL PROPERTIES AND STRAIN <br />...................... <br />MATERIAL TYPE NO.II <br />...................... <br />CURVE N0. 71: .li HASTE G:Oo.k CURVE - M.t .elc 6 K•v.zM11•n 11,1117% <br />CURVE NO. 17 ell WASTE DAMPING CURVE - M.t•sovlc 6 Kavran5l.n lfIlf7 01 el <br />CtlRVE 00.11 NRVE "0, <br />...•..••••>•.. rss.s *;;N..!!••ss.•• <br />STRA:N O/O.•• RAI... <br />.I.. <br />.0001 1.00: .0001 :.Il <br />11 <br />NUMBER Or LAYERS <br />16 <br />DEPTH TO 1EDRotlt <br />1.77 <br />150.00 <br />NO. TYPE THICKNESS DEPTH <br />Tat. PRESS. <br />MODULUS <br />DAMPING <br />UNIT N7. <br />SHEAR <br />VEL <br />.0100 <br />.9t) <br />•0100 <br />S.tf <br />.0316 <br />Iftl 1[tl <br />Iksf/. <br />Ik•fl <br />.1000 <br />/Rctl <br />If D•1 <br />1 73 11 So 5.00 <br />.011 <br />766. <br />.USO <br />.073 <br />650.0 <br />11 10.00 Is. 00 <br />.t1 <br />RI4. <br />.USO <br />.075 <br />610.0 <br />1 11 10.00 )$.00 <br />.9421/4. <br />.DO <br />.Oso <br />.075 <br />430.0 <br />4 1: !C cc )$.to <br />1.01 <br />'94. <br />.USO <br />.07S <br />650.0 <br />S 11 to go 45.00 <br />1.79amt- <br />NO. 1 <br />.050 <br />.075 <br />630.0 <br />6 11 10.00 55.06 <br />1.17 <br />1061- <br />.USO <br />.075 <br />67S.0 <br />7 11 10.00 65.00 <br />1.44 <br />1110. <br />.050 <br />.075 <br />750.0 <br />0 1 10,00 7S.00 <br />1•:2 <br />2101. <br />.USO <br />.0.75 <br />:00.0 <br />a 1 10.00 15.00 <br />7.65 <br />144. <br />.030 <br />-375 <br />:00.0 <br />10 1 10.00 95.00 <br />1.07 <br />2604. <br />.0so <br />.171 <br />800.0 <br />li I loom 105.00 <br />).7O <br />7114. <br />.USO <br />.lis <br />7710.0 <br />10.00 I1S.0D <br />4.21 <br />TIN. <br />.OTO <br />-125 <br />t00.0 <br />I1 <br />I) IG.00 IN.O4 <br />/.DS <br />216"- <br />-OTO <br />J1f <br />700.0 <br />- 11 1 10.09 13S.00 <br />S.S7 <br />)191. <br />.oso <br />.IIS <br />1000.0 <br />IS 1 70.00 ]45.00 <br />6.20 <br />)Be 7. <br />.USO <br />.125 <br />1000.0 <br />16 BASE <br />1406.4 <br />36])5. <br />-USO <br />.3)0 <br />3000.0 <br />PERIOD . .76 FAUN AVERAGE SHEAR <br />VELOCITY <br />• 765. <br />1967.2 <br />7:52.0 <br />-77.7 <br />rREOVDRCY AMPLITUDE <br />15 1 <br />145.0 .01091 .917 <br />.USO <br />10.5 <br />1958.1 <br />NAKIMVN AMPLIFICATION • IS -06 <br />-f 0.7 <br />1.000 <br />1 <br />FOR rREEVERCY • 1.62 <br />C/SCC- <br />EAtt'.�NOURRE - <err•IL7-.•r <br />PERIOD • .67 <br />SEC. <br />SOIL PR Of7 LE - r-. ]0•ret. 1050 11. MCC•6.tICer1 <br />1•••••• OPTION 1 ••• READ <br />INPUT MOTION <br />ITERATION NUMBER 2 <br />FILE NNIS FOR INPUJ MOTION • <br />cerr•132.... <br />VALUES IN TIME DOMAIN <br />NO. OF IMM ACC. POINTS • <br />7000 <br />NO TYPE DEPTH UNIFAM. ..... <br />NO. OF POINrS ASID :N PFT <br />1096 <br />..__. SHEAR NODULUS <br />-----r <br />Cleo <br />NO. or HEADING LINES • <br />J <br />ERROR <br />NEN <br />USED <br />ERROR <br />...... <br />. Oi PO!Mra PEF LIHE > <br />ms�. <br />: <br />.... ....... ..... ...... <br />S.0 .00677 .05) <br />...... <br />.061 <br />S <br />....... <br />f7I-7 <br />TIME STEP rOR INPLT M^TION • <br />.0700 <br />.#81 <br />7 13 <br />13.0 .01777 .077 <br />.OTO <br />rON[AT FOR Or TIME HISTORY r <br />16(9.61 <br />717.6 <br />1.1 <br />•750 <br />a II <br />••••• N E A D E R <br />CORAALITOS 10 De9.1 fltl.k• Canyon Road <br />7000 pts a 0.07 to <br />•• FIRST . LAST S LINES Or INPUT NOTION ••--• <br />I .007111 .0075!1 -.0010)5 -.000063 -.0170)1 <br />01 <br />-.01)756 -.010{721 •.00)3)0 <br />2 .047110 .00715) .000314 .001777 .0(100)7 .9560 -016007 .02710) <br />.024 NS .079517' .0777{0 .0]]015 .017101 .005)70 •.00}491 •.016511 <br />a •.0175!7 .007476 .O1 if D3 .00),77 -.006454 -.010)06 -.077712 -.0111:6 <br />•.070 S71 -.070031 012701 -07#103 .068172 .030103 .002400 -.03)456 <br />INPUT MOTION READ NOT ECHOED........... <br />..00.05) -.0017)5 •.005)76 -.00710] -.00!013 -.00#)66 •.0010:7 -.000017 <br />•.00s 1ST •.005:7) •.00H s7 -.001:57 •..11.51-.aoag3 -.0.21 -.000016 <br />740 •.000197 -009817 .0015.7 .000..7 .00)710 .0007:5 .000070 .00044S <br />741 .000017 .000007 .001917 <br />.003608 .003105 .003557 .003501 .00176) <br />2So .0061ST .0060St .006271 .006116 .00S421 .007!63 .00)012 •0016:7 <br />.00eR <br />a. eoe <br />.0001 <br />1.77 <br />.0010 <br />1.000 <br />.0010 <br />'2.51 <br />... ........ <br />.0001 <br />.IC <br />.0007 <br />1.000 <br />.0100 <br />.9t) <br />•0100 <br />S.tf <br />.0316 <br />-Ds9.0)36 <br />.0070 <br />e.f7 <br />.1000 <br />.eel <br />.1000 <br />12.91 <br />•)140 <br />.6SS <br />.)160 <br />17.6) <br />3.0000 <br />. 316 <br />1.0000 <br />21 -ft <br />3.1600 <br />•110 <br />3.1600 <br />25.17 <br />RATFRIAL•TYP E•NO.fO <br />NRK NO, If: •10 ATTCNVATI ON OC ROCK AVERAGE IGIG ter rock li. 7/7 <br />NRK No. lav •le OwNPt Nc tN noon wv[Mc. f.• <br />t'U11VE ND.ID <br />CURVE N0.20 <br />saSTRAIN <br />•••G/O— <br />•STRAIN •.a;l;PING <br />O/Oe <br />.0001. <br />1.000 <br />... ........ <br />.0001 <br />.IC <br />.0007 <br />1.000 <br />_0010 <br />-s0 <br />.0010 <br />.9 ss <br />-02 00 <br />s.io <br />.0070 <br />.813 <br />.1000 <br />).OG <br />_0100 <br />.100 <br />I-0000 <br />7.60 <br />,0700 <br />.SIG <br />.0000 <br />.00 <br />.1000 <br />.72S <br />-0000 <br />.00 <br />1.0000 <br />-SIO <br />.0000 <br />.DO <br />...................... <br />RATEIIIAL <br />••....•........•.....- <br />TYPE NO. 3 <br />-050 <br />$6.6 <br />CURVE NO_ <br />1• /1 NODULUS REDUCTION CURVE: PI . 0 <br />CURVE NO. <br />3: el DAMPING <br />i PI . 0 <br />45.0 .07e0S .173 <br />CURVE <br />NO. 1 <br />CURVE NO. <br />2 <br />a.:••:... <br />STRAIN <br />••..•••r.• <br />C/Ow•R <br />... ............... <br />STRAIN DAMPING <br />........ <br />........ <br />.00 a1 <br />....... <br />1.000 <br />-------- <br />.0001 <br />1.00 <br />.0007 <br />1.000 <br />•0007 <br />1.)0 <br />.0010 <br />.070 <br />.0010 <br />1-f0 <br />.00]2 <br />.eoo <br />.0072 <br />)-10 <br />,0100 <br />,770.0100 <br />S1 J <br />S.so <br />.0716 <br />,SOU <br />_0276 <br />7,14 <br />.lace <br />.260 <br />.1000 <br />75.20 <br />,3160 <br />.100 <br />,)160 <br />20.70 <br />1.0000 <br />•USO <br />1.0000 <br />77•:0 <br />3.16 00 <br />-ONS <br />).2600 <br />26.00 <br />1••••" OKJOM 7 ••• READ SOIL PROFILE <br />NEN SOI1 PROFILE "O, 1 <br />IDENTIFICATION Fervrd <br />70• r. I.90'•oil. MC E• 6.71 Cor 1 <br />1144.4-000 <br />MURIMRS ACCELERATION • .62,61 <br />AT TIME 2,60 SEC <br />THE VALUES WILL BE NVLTIPLI EO By A FACTOR • .107 <br />TO GIVE NEN MAIIINVM ACCELERATION -If 000 <br />HERB SOU "RE FREOUINCY • 2.76 C/SEC. <br />MAX ACCELERATION • .11000 too MEOVEMCIES RDW <br />ED ABOVE 2S.00 C/SEC. <br />I••••••OPTION 4 ••• READ WHERE OBJECT MOTION IS GIVEN <br />OBJECT MOTION IN LATER NUMBER 16 OUTCROPPING <br />1•••••• OPTION S ••• 00TAIN STRAIN COMPATIBLE SOIL PROPERTIES <br />MA7171R7M NUMBER OF ITERATIONS • 11 <br />FACTOR POR UNIFORM STRAIN SME .017 IN • .S7 <br />EAR Too URN •121]. so• <br />SOIL PROFILE - Ferwr of 1. MCE•6.71Cott <br />ITERATION NUMBER I <br />VALUES 7N TINE DOMAIN <br />NO TYPE DIM UNIrRM. .--•. <br />Ompli G <br />....> <br />..... SMEAR NODULUS <br />.....I <br />O/Oe <br />,IT, STRAIN Np <br />USED <br />ERROR <br />NEW <br />USED <br />.._•___ <br />ERROR <br />...__. <br />MT 30 <br />•..._ <br />... .... <br />1 Il <br />.... ....... ..... <br />S-0 .01017 .063 <br />...... <br />.050 <br />...... <br />19.4 <br />..•___. <br />965.5 <br />utt.l <br />-I.D <br />I.O40 <br />7 I1IS-0 <br />.03113 .OTO <br />.050 <br />11.6 <br />)11.6 <br />714.7 <br />11 <br />2S.0 .O SITS .106 <br />.OSO <br />SI -9 <br />fll -s <br />701.1 <br />-0.0 <br />1.000 <br />4 11 <br />75.0 .06677 .IIS <br />-050 <br />$6.6 <br />OD) -f <br />104.1 <br />-10.1 <br />1.000 <br />S 11 <br />45.0 .07e0S .173 <br />.USO <br />Se.S <br />Set .S474.1 <br />-13.4 <br />1.000 <br />6 11 <br />SS.O .07507 .377 <br />.USO <br />1.,7 <br />111.: <br />IOfl.2 <br />•11.5 <br />1.000 <br />1 11 <br />65.0 .0{615 .115 <br />.USO <br />56.5 <br />IIs 0.3 <br />1110.1 <br />•10.1 <br />1.000 <br />0 1 <br />7s.e .UNH .104 <br />.oso <br />S1 J <br />1171-1 <br />7t•4.s <br />.101.s <br />1.000 <br />9 ) <br />05.0 .07511 703 <br />.oso <br />SI .a <br />1117.0 <br />N14.1 <br />•307.2 <br />L 000 <br />30 1 <br />fS.O .03732 .106 <br />.Oso <br />S1.6 <br />IIS'.0 <br />7111.1 <br />-111.1 <br />7.000 <br />11 1 <br />IDT.O .07057 .997 <br />.OS0 <br />46,1 <br />1591.! <br />1144.4-000 <br />I I <br />313.0 .03313 .709 <br />.OsO <br />50.1 <br />1541 2 <br />)144.4 <br />-104.0 <br />1.904 <br />11 1 <br />115.0 .03602 •104 <br />.050 <br />$2.0 <br />1406.4 <br />3145.1 <br />•111.$ <br />1-000 <br />14 1 <br />1)s-0 .030/s -ODI <br />.050 <br />40.1 <br />1967.2 <br />7:52.0 <br />-77.7 <br />1.000 <br />15 1 <br />145.0 .01091 .917 <br />.USO <br />10.5 <br />1958.1 <br />1011.0 <br />-f 0.7 <br />1.000 <br />1 <br />EAtt'.�NOURRE - <err•IL7-.•r <br />SOIL PR Of7 LE - r-. ]0•ret. 1050 11. MCC•6.tICer1 <br />ITERATION NUMBER 2 <br />VALUES IN TIME DOMAIN <br />NO TYPE DEPTH UNIFAM. ..... <br />DAMPING <br />..__> <br />..__. SHEAR NODULUS <br />-----r <br />Cleo <br />[PTI STRAIN MDP <br />USED <br />ERROR <br />NEN <br />USED <br />ERROR <br />...... <br />MT 10 <br />..... <br />... .... <br />I ]) <br />.... ....... ..... ...... <br />S.0 .00677 .05) <br />...... <br />.061 <br />S <br />....... <br />f7I-7 <br />....... <br />961.5 <br />.6 <br />.#81 <br />7 13 <br />13.0 .01777 .077 <br />.OTO <br />-1 s.1 <br />957.3 <br />717.6 <br />1.1 <br />•750 <br />a II <br />73.0 .07214 .OTO <br />.106 <br />-17.4 <br />f42•I <br />911.5 <br />I•I <br />•776 <br />'I'D <br />/ 11 <br />)S.0 .04111 .loo <br />.IIs <br />-15.7 <br />aN A <br />073.4 <br />3.1 <br />s 31 <br />IS -0 .OS144 Jos <br />.171 <br />-77.7 <br />130.7 <br />117.5 <br />)-0 <br />.H: <br />6 17 <br />55.0 .05571 .307 <br />.121 <br />•17.02117.0 <br />131.1 <br />2.6 <br />.:17 <br />7 71 <br />65-0 _04079 .103 <br />,11S <br />•10.1 <br />1211.0 <br />1110.3 <br />1.7 <br />.f Of <br />