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I tl anew•: 4c.ouc <br />Levo] <br />1.000 <br />,o oe) <br />1.» <br />r orva.a 1•Mli:! <br />.0010 <br />1.000 <br />.0090 <br />1.s1 <br />110 feat o1 refuse ever •0 tee: of ..It ever bdreek <br />,0012 <br />Lill <br />� .0072 <br />1.07 <br />e 011 ►/•0 1\Leede and Clary. let]. <br />.0100 <br />.90) <br />.0100 <br />S.If <br />[e[u•e NX•taa wle end R.var•njfan. 19911 <br />_0116 <br />.919 <br />..0716 <br />1.f) <br />:•fuse unit rei0hes75 pct <br />,1000 <br />.012 <br />.1000 <br />12.fl <br />'Sae history. synthetic M.1• <br />.7160 <br />.633 <br />,]160 <br />17.6) <br />- 'tbqua ke wapnit7.9 <br />1.0000 <br />.716 <br />3.0000 <br />906. <br />need to scale recR steel era tion t0 0.100 <br />7,1600 <br />.110 <br />1.1600 <br />tS .37 <br />..................... ........................... <br />.NAR[ -• A COMIUTCR PROGRAM FOR EA97WOVAKE RESPONSE <br />ANALYSIS Or HORIZONTALLY LAYERED SITES <br />• b)-: Per O. Sch..b.1 6 J.m Lyawer -- 1970 <br />aM 4081 SBM•PC v ref en or SNME <br />by: S.S.e I.Jill.. Lal. J.nw ry IRS$ <br />......_.______----------- <br />______________ ____•_--__-_-____ . <br />.M kelt Neu rrodulor teductfen carver ler clays added• <br />• u.ln9 r .alta Ito. fun • a7 111681 <br />' by: J. I. Sun a Rswtn Cal ... rkhf <br />• rebtuary 16. 1f 61 <br />•....................... -............................... . <br />• S1WMEf 0/91: Adjust Sart iteration; Input n u to either <br />Wax or ax VS; up to 17 material types <br />can <br />• b .peei)fed by u•up to So Lavers can <br />• be specified; object.etlen can be read in <br />• Brew . iepar+te til• and < n Mue u <br />• .v<4 rtes Neo.\, of afar enc ver loa.�ree - <br />• erpen.e spectral e•leulatf ane; ep'lo <br />• are renuMered; and general ele.nup <br />by: J. I. tun, 1. X. Nor, as 6 P. Dirri. - <br />' June 1990 - reDruaFy 1991 <br />• ..�"'no <br />............................... . <br />• SMAKEfI a Gn•ral <le�nup end !Snell ration el input/ <br />• output I*Mat ... ate <br />• 1y, 1. H. Tell- <br />• D•e:MDer if91 ' <br />........................................................... <br />IU17t. NUNBEA Or TERMS IN FOURIER TRANSFORM 4096 <br />NECESSAAT LENGTH or OLANK COMMON x • 25619 <br />I ...... OPTION I ••• READ RELATION BETWEEN SOIL PROPERTIES AND STRAIN <br />...................... <br />MATERIAL TYPE..NO...... <br />............... <br />CURVE NO. 71: 911 WASTE G/G..x CURVE - Mata.eVic a K.... r.nji•n 111901 <br />CURVE NO. 73: /1t WAST[ DAMPING CURVE - Matas oylc a Kavaran)l.n 119151 <br />CURVE NO. 11 CURVE N0. 12 <br />v eesvv•<se•s•ss.vas .e •.s sssevess.ss.e <br />STRAIN G/Cw.x STRAIN DAMPJNG <br />.too) I.e. D .0001 1.13 <br />NUMBER OP LAYE/ts 23 <br />DEPTH TO DEDROCK <br />It0.o0 <br />NO- TYPE THICKNESS DEPTH Tot. PRESS. <br />MODULUS <br />DAMPING <br />UNIT Mr. <br />SHEAR <br />VE. <br />.0010 .10 <br />.0010 .fee <br />,0100 2.50 <br />.00)0 .f S2 <br />Iltl Iltl 1kst1 <br />Ikrfl <br />1.0000 4.60 <br />14t(I <br />1IP.1 <br />S.oO .)8 <br />980. <br />LVSV <br />.075 <br />650.0 <br />t 11 10.00 7S.00 .el <br />904. <br />.050 <br />.071 <br />650.0 <br />) 11 10.00 75.00 •1: <br />964. <br />.VSO <br />.075 <br />650.0 <br />e 1) 10.Oc )5.00 1.07 <br />966. <br />.O SO <br />.075 <br />650.0 <br />S Il 10.00 01.01 1.79 <br />906. <br />.050 <br />.975 <br />150.0 <br />4 71 74.00 SS.DO 1.]1 <br />''s <br />.1100 .10070.20 <br />.071 <br />675.0 <br />9 11 10.00 65.04 1,46 <br />1710. <br />.VSO <br />.071 <br />750.0 <br />0 11 15.04 75.06 1.51 <br />13f1. <br />.CSO <br />.075 <br />771.0 <br />Il 10.00 'SLOG 1.)0 <br />-16)1. <br />LVSV <br />.OIs <br />100.0 <br />10 IT 10.00 91.00 1.8T <br />1566. <br />.050 <br />.07S <br />•70.0 <br />11 31 10.Oc 105.00 1.9S <br />176). <br />.010 <br />.075 <br />970.0 <br />12 17 10.00 115.00 2.07 <br />1971. <br />.VSO <br />.07S <br />970.0 <br />13 11 10.00 125.00 2.70 <br />2391. <br />.VSO <br />.OTS <br />970.0 <br />I6 11 70.00 1)5.00 7.)3 <br />2569. <br />,040 <br />.075 <br />IOS0.0 <br />15 1 10.00 1)5.00 2.90 <br />)017. <br />.VSO <br />.115 <br />1000.0 <br />ib ) 10.00 ISS.00 ].7) <br />)VDT. <br />.VSO <br />.lit <br />1000.0 <br />17 1 10.00 161.00 3.9S <br />3062. <br />,VSO <br />.SNS <br />1000.0 <br />]a 1 10.00 171.00 4.50 <br />4697. <br />:*SO <br />.921 <br />1100,0 <br />19 1 10.00 105.00 S.20 <br />4697. <br />.OSO <br />.12S <br />)ICO,: <br />70 1 10.00 191.00 S.13 <br />4611. <br />.VSO <br />.IRS <br />1100,0 <br />21 1 10 ..00 '05.00 6.46 <br />SSfe. <br />.VSO <br />.175 <br />IIOO.O <br />22 7 70.00 711.00 7.00 <br />55{0. <br />.O SO <br />.125 <br />1200.0 <br />33 MSE <br />)6)31. <br />.Oso <br />.110 <br />3000.0 <br />PERIOD • .90 FROM AVERADE SHEAR VELOCITY . <br />690. <br />FREOVMCY MPLITVOE <br />NAXSMUM AMPLIrsEetron • 14.73 <br />FOR FREQUENCY ILII C/SNC. <br />PERIOD • .61 Sw. <br />••.... OPTION ) ••• am INPUT NOTION <br />FILE NAME fop INPUT NOTION • w•Qeeq.r.r <br />NO. Or INPUT ACC. POINTS a )760 <br />NO. OF POT NTS USED IN FR • 4096 <br />WO. Or HEAVING LINES < 2 <br />NO. Or POINTS PER LINE • I <br />TIME STEP FOR INPUT NOTION • .0100 <br />FORMAT FOR OF TIME HISTORY < 18{.61 <br />`•••• NE A D[ R <br />•.d and /drill 119691 M $.IS Eq. <br />• M. pts. • 0.02 <br />' a LAST S LINES OFINPUTMOTION ••••• <br />OS 2767 .07)196 .074!)1 .067601 <br />.05)752 <br />05 <br />.044DT5 <br />:.01197) <br />.0))517 .027170 .0)3796 7 .037013 <br />.071225 <br />::1'2131 <br />.017111 <br />.00]501 <br />.001413 -.017115 -.021)10 -.0)1711 •.0)1144 <br />-.049015 <br />•.061570 <br />-.07)0)1 <br />�'l ' CB4774 •.017176 -.100)11 •.062177 -.062)11 <br />-.02 <br />SOI. ..017076 <br />•.011110 <br />..................... <br />MAtCRtAi tT9E NO.30 <br />................... .. <br />CURVE NO. 19: 010 ATTMVATIOH OF ROCK AVERAGE IG/Ge ler rock )is 711 <br />CARVE NO. 10: 910 CANPING IN ROCK AVERAGE 9/4 <br />NRK.NO....... <br />20. <br />. <br />•STRAIN O/0.x <br />..CVRVE.NOf <br />•STRAINS •DAMPING <br />........ ....... <br />.0001 1.000 <br />---•---- -------- <br />.0901 .40 <br />.9007 1.000 <br />.0010 .10 <br />.0010 .fee <br />,0100 2.50 <br />.00)0 .f S2 <br />.1000 1.00 <br />.0100 .900 <br />1.0000 4.60 <br />.0)00 .110 <br />.0010 .00 <br />.1000 .713 <br />.0000 .00 <br />1.0000 .SSO <br />,0000 .00 <br />...................... <br />MATERIAL TYPE NO, l <br />...................... <br />CURVE NO. 1: O3 MODUJL1/5 REDUCTION CVRVr. PI • 0 <br />CURVE No. 2N •1 DAMPING. <br />PI . O <br />CUIIYE MO. 3 <br />GURU[ NO. J <br />STRAIN 0/D- <br />-------- ------- <br />STRAIN DAMPING <br />-0001 1.000 <br />........-----;.. <br />,0001 1.00 <br />.000) 1.000 <br />,0007 a.)o <br />.0010 .970 <br />,0030 1.90 <br />.0032 .040 <br />,00)7 7.10 <br />.0100 .710 <br />.0100 S.SO <br />.Sop <br />,0116 1.00 <br />.1000 .369 <br />.loon Is.7o <br />.1100 .10070.20 <br />1.0000 .ISO <br />1.0000 77.70 <br />1.1600 .011 <br />1.7000 70.00 <br />I ...... OPTION 7 ••' READ SOIL PROr2LE <br />NEW SOIL PROFILE NO. 1 <br />IDENTIFICATION r -rd <br />140'ret, 10'.et 1. MCE•1. f ISAR <br />S -.017032-.0late] -.021812 -.021612 -.0)1014 -.0)0)70 <br />........ IN►Ur MOTION READ NOT ECHOED........... <br />466 -.0)1961 •.000ae4 -.0077)1 _00).7) .012:67 .O SOI S• .060]01 .062610 <br />:{7 .06500: .0 i7)SI .06{606 .:.1 .072:97 .07011: .0610/f <br />4t .060771 .057750 .OS 4201 .053875 .04)411 .947011 .0):17: .07)100 <br />469 .024S1f .010956 -.0047 S0 -. 0340]9 -.0)0040 •.0)4116 •.0)6:01 •.017072 <br />470 ..074063 <br />•.02!277 -.01:1]6 Octal S .002426 .001465 .00004 <br />7 •.001264 <br />MAXIMUM AfCELCRATION a .•0000 <br />AT TIRE + IS.f2 6TH <br />THE VALVES WILL BE NULTIPLIW BY A FACTOR s <br />7O GIVE NLW MAR]/NM AttrLERATION .10000 <br />HE" SQUARE rREUVDKY • 7.12 C/SEC. <br />MAC ACCf.L A JCW s .10000 FOR FREQUENCIES REMOVED ADM IS.06 C/SK. <br />I•••••• OPTION 4••• READ WHERE OBJECT MOTION IS GIVEN <br />OBJECT NOTION 1N LATER NUMBER 2) OUTCROPPING <br />I ...... OPTIONS ••• OBTAIN STRAIN COMPATIBLE SOIL PROPERTIES <br />MAXIWN MNmrN OF ITEMTIOMS . 11 <br />FACTOR FOR UNIFORM STRAIN IN TIME DOMAIN . .41 <br />EJIRTipUAwave p.set <br />SOIL PROxEM LE - ►etw se11.MCEv T.!)SAI <br />ITERATION MINDER 1 <br />VALUES IN TIME DOMAIN <br />NO TTPC Dtmm warm. e---- mm zpG -•--a ----- SNGR MODULO .•..•. C/Oe <br />IRI STRAIN NEW VSED ERROR NEW USED CARGO RATIO <br />... .... .... ....... ..... ...... ...... ....... ....... ..... <br />1 11 5.0 .00511 .046 97).6 ft/.1 1.1 1.000 <br />2 /1 11.0 .016)5 .010 .010 21.2 {59.1 {16.1 -7.6 1.000 <br />11 21.0 .011,0 .002' .OSO 7f .2 f4f.S 094*1 <br />t 11 75.0 .070!5 .O.f .VSO 61,9 96..7 fN.l -6.7 1.000 <br />S I7 61.0 .076,7 -Of1 .010 41.4 97A.s s14.I -s.f 1.000 <br />6 11 SS.O .09{74 .Of1 .VSO 60.1 1001.) 1061.2 -t.0 1.000 <br />7 11 65.0 .OASIS .094 .O SO 46-7 1745.6 1310.1 •S.7 1.000 <br />0 11 IS.0 .07612 .of4 .OSO 47.0 1)7{.0 Ilfl.O •S.7 1.000 <br />1 it OSLO .0)541 •014 ,010 46.6 1411.1 1490.7 •S.1 1.000 <br />l0 11 9S.0 .03411 .Of7 .050 61.9 169).6 IS46.1 -4,f 1.000 <br />31 11 ROS .O .01197 .0,0 .010 66.3 160{.1 176).0 -l./ 1.000 <br />11 11 111.0 .03070 ,000 .050 q .S 3N1.S 1f 71.4 •4.t ).000 <br />13 11 175.0 .02071 .001 ,OS'0 17.) 7106.0 7111.S -4.0 1.000 <br />14 11 175.0 .02481 .003 .050 )f.} 7475 6 JS67.f -).7 1.000 <br />/S 1 111.0 .01616 .074 .VSO 77.9 '787.0 3017.0 -67.6 1.000 <br />If 1 1SS.6 .01710 -07S .0so 33.6 7377.1 1102.0 -61.1 1.000 <br />IT l 165.0 .01161 .076 .VSO )1.0 J)6).J ]117.0 -61.3 1.000 <br />1t I 172.0 .01166 .VSO 71.0 )001,5 t6f),2 •56.1 1.000 <br />if 1 111.0 -01611 .070 .VSO 20.1 Iff6.1 4{{7,1 •S6.1 1.000 <br />70 1 39S.o .o1557 .077 _OS0 )0.1 7f 55 .5 :ff],I •51./ 7.006 <br />71 1 265.0 .0177] .061 .030 75.) 264).) SSfe.1 -S).5 1.000 <br />)7 ) 711.0 .01461 ,069 .VSO 21.1 71)1.6 ST 90.1 •SS.t 1.000 <br />I <br />EARTHOUAxE ws 91•q...r <br />SOIL PROFILE - rert<ard 740':01. 00•aei1.MCE•7.f VSAM <br />• <br />