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lil.__ 3..-t <br />.00]0 .fs3 .1000 ).00 <br />PaI... et /el: ee.r b.d(eek <br />.0700 .010 .0000 .00 <br />.oil PI.O fVutetit and Oebry. 19911 <br />.3000 .71s .0000 .00 <br />ELI Ai/tery, torrelitof eureka canyon rood <br />1.0000 .Sso .0000 ,00 <br />ME .fthal oke wOnitud.; 6.7 <br />Por NCC, noel to .cal. rock •ec.l.r.tlon to 0.190 <br />••••...... <br />.................................................. <br />........ ME.NO..... <br />MAKE -- A CON ES PROGRAM FOR EARTHQUAKE RESPONSE <br />ANALYSIS OF MOR:IONTALLY LAYERED SITES • <br />cURVt NO. 1: 13 NODULUS REDUCTION CURVE: <br />►I a 0 <br />--- by: P.r R. St Mabel 6 Joh. Ly- I -- 1970 <br />........................................................ <br />CURVE NO. 2: 01 DAMPIMGt ►I . 0 <br />•Mk.os Is" -PC vet, i.n o! .MME <br />• by: S.S. 1Nilli.l la i. J�nu•ry ID/S • <br />................................................ ........ <br />MRV[ NO. 7 CURVE NO. I <br />•..•...•......:..•• <br />' .A.kel9 N.0 NodYlUt ;feu CtlOn tttry e. (.r cloy, ,d4.d' <br />....•........••aa• <br />STRAIN Cl-.. STRATH OAMfING <br />• u. Irp re.ulu tr e. sun et •1 ❑9001 <br />...__._. <br />• by: J. :. $un , Ranh Gele•or RM1 <br />,0001 1.000 .0001 1.00 <br />• F.b-.rY J6. )fee <br />.0007 1.000 -000) 3.)0 <br />........................................................ . <br />.0010 .070 .0010 1.90 <br />• SMAKE90191: Adjvat 1•.t it.......: Input nor I. sit Mr <br />.0077 .t 10 .00)2 ).10 <br />' d•N o x V.; up to 13 w vri•l typo• c <br />.ol oo .7)O .0100 <br />' b..",1!1,4 by v..r; up to 50 Layer. c•n� <br />.0116 .100 .0)76 9.00 <br />• b..p.cifi.d: object .otlen can M [.•d in <br />.3000 .760 .1000 IS.JO <br />' Ir . sap,..ce file and e n My u..f <br />.7160 .)00 .Ileo 20.70 <br />' .peel Nod roma: Df U.+mt period. /or <br />1.0000 .070 3.0000 1).70 <br />• ..pen•. c •: option. <br />.Petr•Mo <br />3 <br />7,1{00 .013 ).1600 7{.00 <br />' e tenumb•ted: anon V­­1ele•nuv <br />Idrl.. • P. Olrrie <br />1•••••• OPTION } ••• READ SOIL MOTILE <br />' Jun. If90 iebre• 1111 '• <br />M <br />NSOIL PROFILE MO. 3 SDQ+17'1 FJGTION ie Hoard e0•.af <br />l-Mcc-6.11Ce11 <br />. ..............................rye.._._.._._.__-_...._.. <br />• SNARE!! Gn.r•1 cle•nuP end fin•1l aetlon o! fnput/ <br />NV1S1Q of LAYERS'D DEPTH <br />TO B[DROCK <br />40.00 <br />• output 1CrT•t etc <br />NO. TYPE THICKNESS DEPTH Tet. PRESS- MODULUS <br />DAMPING <br />MIT WT. <br />SHEAR <br />' by: 1. M. Id, lu • <br />VEL ' <br />• D.r.nber 1ff1 <br />...........••.•..... <br />..•..•..SEA <br />//tl 1111 IRa(1 /R•fl <br />Ik<(1 <br />ifp/1 <br />........ ....•......RANSF <br />I 1 10.00 5.00 <br />600.0 <br />Or <br />MAX. NMBER OF TERMS IN FOVRIER TRANSFORM . <br />2 1 10.00 IS. 00 1.$6 1791. <br />.OSO <br />.175 <br />{00.0 <br />MECESsART Lop= OF eLJWK come" A . ]5610 <br />Sol <br />3 1 10.00 25.00 1.IP 1)fs. <br />.050 <br />.113 <br />{00.0 <br />1•••••• OPTION ••• <br />4 1 ]0.00 .35.00 2.01 Ifo). <br />.Os. <br />.I2f <br />700.0 <br />1 RCA) RELATION eCyNCEtI SOIL PROPERTIES AND STRAIN <br />s 1 10.00 41.00 3.14 3902. <br />.Os* <br />.129 <br />700.0 <br />• <br />6 1 10.00 SS,00 4.07 3,02. <br />.OSO <br />.12S <br />700.0 <br />_ ..... <br />7 1 30.00 6S.oO /.cf 2114. <br />.oso <br />.321 <br />000.0 <br />RAt.... T.... <br />•""•""•""'••"" <br />1 30.00 76.00 S•32 7056. <br />.oso <br />.175 <br />/00.0 <br />f BASE )Ills. <br />.eSO <br />.770 <br />3000.0 <br />CURVE NO. If: 910 ATTENUAT:ON Or ROCK AVERAGE IG/00 to, tock ji. 7/2 <br />PERIOD • .47 FRO" AVERAGE SNEAK VELOCITY {se. <br />CURVE NO. 20: .10 DAMPING. IN ROCK AVERAGE 0/4 <br />FREQUENCY AMPLITVDC <br />CURVE MO.ID CURVE NO.IO <br />MAXIMUM AMPLIFICATION • 13.22 <br />•• a••Glci •STRAIN•••-DANFING <br />POR FREUU6NCY • 2.]1 [/SCI. <br />xa <br />STRAIN <br />........ ..... .. ........ ........ <br />PERIOD . .44 SEC. <br />.0001 1.000 .O[SI .4C <br />3•••••• OPTION ) ••• READ INPUT Motion <br />.000] a.oce .0070 .eo <br />.0010 .tot ..100 1.sc <br />FILE NAME FOR INPVT NOTION • eerro7 i7 -.e[ <br />N4. Or INPVT ACC. P0I9:5 • 706t <br />E - <br />EMTMUUM­'.112.­ <br />W <br />NO. Or POINTS USED IM TFT • 4CI6 <br />'.112.. <br />SOIL ritorILE - Te rd00•seil•MCE.6.71Cer1 <br />NO. Yr READING LINES . 3 <br />NO. OF POINTS ►ER LINE . B <br />ITMATIM NUMBER I <br />T7MI STEP POs :NPV! MOT, ON • .010C <br />FORMAT FOR Of :INE ,:STORY • 1011.61 <br />VALVES IN TIME DOMAIN <br />-•••• N -, A D E R <br />NO TYPE DEPTH MIFRM. ..... MMpINO .._.> ..___ SHEAR MODULUS ...... <br />O/c. <br />cop M LI TOS 1.0 D.I.. Eur.k, canyon Poed <br />IFTI STRAIN NEW USED ERROR NEW <br />... .... .... <br />USED <br />Ems <br />RAt10 <br />200c pt. P O.C1 , t <br />rI RST 6 USPS �IKCS OF iNPiT MOTION ••••• <br />....... ..... ...... ...... ....... <br />I 1 3.0 .00910 .035 .061 -10.9 9fI.{ <br />....... <br />131.0 <br />...... <br />tel <br />..... <br />.bel <br />T 1 IS.O .0)797 .109 .107 6.) {70.7 <br />67).6 <br />•i.e <br />.0121 <br />1 00677{ ,10^7!91 OG 1605 -.00196) •.0)7471 -.077750 -.01001! -.007170 <br />3 1 25.0 .073)1 .177 .177 70.2 41).6 <br />4 1 )S.0 <br />540.6 <br />-1f,J <br />.707 <br />- .0O371C 007)5] •000)14 .006714 .000011 .010569 .0)6107 .023307 <br />.06{f1 .17) .121 f.5 {97.4 <br />5 I IS.O <br />190.0 <br />-76.4 <br />.000 <br />076519 079567 .0)2160 .0)JC 71 .OI)401 .005170 -.009161 -.036541 <br />.000{1 .114 .127 II.6 $60.e <br />6 1 Sf.o .01444 il.f 177.) <br />7021., <br />-15.7 <br />.)6! <br />0 •.017103 .OG112t .0116!1 .00]!2! •.006151 -.014)66 -.03)912 -.07,706 <br />.149 .131 <br />7 1 65.0 .06461 0.0 <br />667.6 <br />-7l.i <br />.151 <br />S f S21 •.022055 .017701 .0)!10) .040937 .070991 .00 2400 -.01)056 <br />.131 .171 077.6.)f0 <br />e / 7S.6 .06090 .'3S 10.2 !)See <br />• 2NPVt MOTION RGD NOT ECNOEU........... <br />•-.ee4 <br />.121 <br />I <br />ff0.1 <br />•10.1 <br />.3,90 <br />706 LSD -.004))5 •.003]16 •,00) -.00001) -.000366 -.00!007 -.000007 <br />rARTNUUARE - <br />717 -.0062!7 -.00527; -, OC45S7 -.0*':,003! -.005051 -.00/6I) -.00274)-.000e•a <br />torr •I12...r <br />SOIL PROFILE IeiV.rd <br />246 •.0000!7 .000657 ,001559 .006,3 .001710 .00070S 0 .000605 <br />- 10'/ell-MCE•6.T /Geri <br />109 .000067 .000101 0000 9)0 .00)600 .00))05 .001531 .00310! .00076] <br />ITERATION NUMBER 3 <br />150 .006351 .006090 .006171 .006116 .00 St)) .00), 6) .003041 .001697 <br />MAXIMUM ACCELERATION > .67907 <br />VALVES 2N TIME DOMAIN <br />AT TSMC . 2.60 SCC <br />Tit VALUES WILL RE MULTIPLIED By A FACTOR • <br />NO TYPE DEPTH MIrRH. .••.. DAMPING -•_.> ..... SHCAR MODULUS <br />--.••> <br />G/Ce <br />.)O7 <br />TO GIVE NEW MAXIMUM ACCELERATION • .1!000 <br />;FTI STRATH NM USED ERROR MM <br />... .... .... <br />USED <br />CMM! <br />MT70 <br />SQUARE <br />MEAN SNARE PREUtIENR a 2.76 C/SK. <br />....... ..... ..USE .-•-__ ...NEW <br />I 1 S.0 .00117 .051 .OSS -7.7 1;;;-3- <br />0)77 <br />.__USE <br />ff7 <br />,. <br />-••).1 <br />..... <br />IV.K ACCELERATION a .1!000 POR FREOUENCIES REMOVED ABOVE 25.00 C/SEC. <br />} 1 IS.O .0)604 .105 .309 -0./ 617.7 <br />.i <br />0)0.7 <br />4.0 <br />.710 <br />1"•'•• OPT:EMM 4 ••• PEAD NNERE Object MOT7on IS GIVEN <br />OVER <br />7 3 JS.a .0{075 .147 ,1 )7 J.0 477.0 <br />IS).6 <br />.451 <br />MOTION IN LATCP NINNSM f OUTCROPPING <br />1 6 ]S.O .0313• .}]4 .111 2.) 631.2 <br />611.1 <br />3••"•• OPTION S ••• OOTA IN STRAIN COMMT10tS: SOIL PROPERTIES <br />S 1 41.0 .0947) .109 .)a4 7.6 111.1 <br />{ 1 53.0 <br />S{O.e <br />'•1.7 <br />.195 <br />MAX NUN UMBER Of ITERATIONS . 11 <br />.1075, .SSS .149 ).0 475.2 <br />1 <br />117,7 <br />-toe <br />.717 <br />FACTOR FOR MIFOKN STRAIN IM TIME DOMAIN. <br />3 6S.0 .06701 .171 .131 -.3 070.5 <br />077.6 <br />.6 <br />.)S3 <br />.S) <br />e 1 15.0 .07036 .143 .175 4.3 777.7 <br />0)0.0 <br />-o•b <br />.370 <br />EARTHQUAKE - corrsif)•sar <br />1 <br />CART30UMt cerr.Iil <br />SOIL PROFILC - Foroefd 90'0011 •NCE+6.71[oFl <br />.•.r <br />SOIL PROFILE Fero.rd 00•.08-6R'E.6.71cer1 <br />IiQATION MMeQ 3 <br />ITERATION NUMBER 4 <br />VALUES IN TIME DORAIN <br />VALUGS IN TIME DOMAIN <br />MO TYPE DCPTW MIrUI. ..... DAMPING ....> ._... SHEAR MODULUS ------ GIG <br />IW TYPE DEPTH MIrRM. ..... DUMPING .-..> .._.. SHEAR MODULUS <br />•._..> <br />G/GO <br />1IT1 STRAIN 010i USED ERROR NDC MCI) ERROR PATIO <br />IrTI STRAIN MEN USED ERROR NM <br />USED <br />[MOR <br />RA 10 <br />1 1 S.0 .0117) .061 .OSO 10.0 f5l.4 13!7.1 -06.9 1.000 <br />7 <br />1 7 S.0 .00754 .OLD .OSI -0.0 1050.{ <br />1071.3 <br />lee <br />1 15.0 .01105.010677.{ 1)f 7.5 •101.1 1.000.0))10 <br />' 7 7$.0 <br />.700 .105 .4.7 '{e).l <br />657.2 <br />)..0 <br />.7)f <br />.170 <br />.051)5 .1JI .OSO $f .3 540.0 1)17.5 -1 So.4 1.000 <br />I 50.5 760.0 <br />7 1 15.0 .0{)I7 .11) .112 1.1 117.0 <br />477.1 <br />•J.S <br />.706 <br />4S,0 .05107 .l2) .050 1907.1 -150.0 1.000 <br />11.0 .05111 .127 0050 60.0 701.5 1907.1 -170., 3.000 <br />51.0 <br />0 1 35.0 ,0)377 .116 .176 .7 676.1 <br />1 1 49.0 .08300 .LSI .149 1.4 195.) <br />670,) <br />Safe <br />.,) <br />-4.I <br />.))p <br />.064f1 .13; .O SO 61.0 667.6 1003.7 -104.7 1.000 <br />65.0 <br />6 1 55.0 ..'210.0 -157 1.I 064.4 <br />075.7 <br />.271 <br />.0514! .IJI .0 s0 Sf.6 fOf.S 1046.5 -311.1 1.000 <br />1 71.0 <br />.ISS <br />7 1 65.0 .06760 .730 ,7)1 _,{ 0/l.4 <br />0)0.5 <br />-2:3 <br />1.0 <br />.J$D <br />_ .OS1/1 .111 .OSO S0.6 99(1.4 10o1.s -130.9 1.000 <br />1 <br />0 1 IS -O .00111 .147 .143 I.i 70).6 <br />1 <br />777.7 <br />•3.0 <br />.71a <br />.)14 <br />