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t f l slue: 2e. sue <br />to -.'d I..d!!11 <br />t0 feet ofsell ret bedterk <br />soil PI.O NVur1 It •nd DeOry. 19)11 <br />tlw• Acatery. feat• t•rer• h311s <br />NCE e.rthou•ke =hods: 6.7 <br />MCI. nerd to •<•1• rock aec. i.r.tf en to 0.199 <br />........: <br />........................... <br />SHARE <br />SNARE ACCMP•JTER PAOGRAP FOR EARTHQUAKE RESPONSE <br />"'-• ANALYSIS Oi HORIZONTALLY LAYERED SITES - <br />ly: P•t !. Sehn•b.) 6 J. Ly.wer .. 1870 <br />•....................................................... . <br />s h•k.6s IBM-PC V.ta/en ofSNARE <br />• by: S.S. IHlllfeI LA 1. Jsnusry 1815 <br />•A+keO! NeV woM lua redo ctl en e a !or cloy •dd.d• <br />• er.0 teaults lr ew Sw et v.l 119801 <br />• by: J. 1. Sun a Rueln Co1.•erkhl - <br />F.b ..ry )S. 1915 <br />........................................................ . <br />S1V.KE90!fl: AOSuat 1•at 11er.ti-, Input neN Is richer <br />' O>4x e: Rax Vs: uD t9 1) R4ter/41 types Can <br />• b .v..1lf.d by u uD to SO 4yt. t <br />be ep:r!!1•d; :b)ecl•eeti.k ... b. ...d In <br />• tt on <br />. ••Erre{• 111. •nd e n h.v - <br />•;•rif/ed [erwet; oftt•t.nt D•rlod•>!or <br />• .rpevl.e 60.4{4+1 ee lrul.<lona; opt lens <br />• .newb.r.e: .nd 9.11.4.1 cl •.nup <br />• <br />by, J. 1. Sun. T. M. ldrls. 6 P. Dirriw <br />June I9f0 iebr u+ry 1931 <br />......................................'__. <br />....... <br />... . <br />sMAKE91 : O•ner.l el..nup •� t1n•ll ra till of input/ <br />-put lerle•t Kr <br />by: I. M. Idt1s. <br />D•ceeib.r Isfl <br />........................................................... <br />BAR.NUMBER OF TERMS IN FOURIER TRANSFORM . 4096 <br />NECESBABY LENGTH OF SLAW. COMMON x • 25519 <br />3 ...... OPTICW I ••• READ RELATION BETWEEN SOIL PROPERTIES AMO STRAIN <br />MTCR RAL STK NO.30 <br />CURVE NO. If: t:6 AT!DMATIWI OF ROCK AVERACE !C!Co for rock ]is 711 <br />CURVE NO. 20: 410 DAYFING IN ROCK AVERAGE 9/4 <br />CW.•JE NO.If <br />CURVE N0.70 <br />STRAIN G:O+.. <br />.... <br />STRAINDAMPING <br />.... ....... <br />.0011 1.070 <br />--------..... <br />.0001 .40 <br />.0001 1.002 <br />.0010 .:O <br />.0415 .9t: <br />.0:40 I.SO <br />NO. Of INPUT ACC POINTS • ISO <br />4 <br />NC. Of POINTS USC IN r" • to96 <br />.O. Or READING LINES 2 <br />NC. M PITLT PCR LINE • 6 <br />TIME STEP rC INPUT NOT ICN • .0700 <br />I.I. OF 7!ME NOT <br />r N6l9.6) <br />••••• N E A D E R <br />S+nts Tet.0 N::a Aar.l.ttyr•e . CHAR 3: )1S d.9 <br />0v13 . Isw pt• 0 0.07 > <br />•• P7I.57 6 US: S LINESOfINPUT MOTION ••••• <br />1 .000:)5 .000457 .00o46i .1100590 .000)10 .000.0)5 .0005.5 .000))6 <br />2 .00019! .)44160 .0:460• .040669 .000/4S .000319 .0001)3 .000755 <br />3 .000:6s .000S2: .004701 .00047S .000)0) .000650 .000119 .000106 <br />1 .006669 .060504 .0006!1 .ODOS.7 .000661 .000SSO .000671 .000560 <br />S .000457 .000!14 .Coosis .600)62 .000716 ,000212 .000:01 'a OOS96 <br />.......al. <br />...... ).PVF MOTION READ MOT ECHOED........... <br />348 .0 01164 •.003666 •.005461 •.003161 -.00115! •.001 S4S -.001707 .00001! <br />770 .001509 .00 Je64 .00])27 .000070 .pe3014 .004)9) .0002)6 .00170) <br />311 .001611 •.000469 •.001127 .000104 .001113 -.001964 -.0017 Of .002547 <br />312 .003393 .e310SC •.000076 .0002:8 •.000376 •.090099 .001709 .000eIO <br />111 •.000700 •.001170 •.001621 -.001194 -.001141 .000000 .000000 .000000 <br />MAXIMUM ACCMCRATIOH . .11719 <br />AT TIME > 9.11 FEC <br />THE VALUES WILL It MULTIPLIED BY A FACTOR • .6)1 <br />TD OWE NEW 1AII2NVN ACCELERATION • . 19000 <br />MEAN SWAAE fREOUEN:T • 6.0) C/SDC. - <br />MA AC'CELEMTI QI . .19000 FOR FAMUENCIES RENOSTD ABOVE IS.00 COSEC. <br />1•••••• OPT1" 4 ••• READ ""Me OWr_T MOTION 13 CIVLM <br />OBJECT No ION /N UKR NUMBER f OUTCROPPING <br />....•• OPTION S "' OBTAIN STRAIN COMPATIBLE SOIL PROPERTIES <br />MAXI MVM NUMBER Or ITERATIONS a 17 <br />FACTOR FOA UNIFORM STRAIN IN TIME DOMAIN <br />EAATMOVAKE flier-ht.ser <br />SOIL PROF.ILE F. -.rd 00•seil-KKE.l.71s•nl <br />ITERATION NMBG i <br />VALUES IN TIME DOMAIN <br />NO TYPE DEPTN UNIFRM. ..... DAM►INC -•••> <_-.. $NEAR MODULUS ------ C/Ge <br />IRI STRAIN NEW USED ERROR NEW USED ERROR MT IO <br />...0 ....... ..... ...... ...... ....... ..__._ __.__ <br />1 I S.0 .00:16 .OS2 .O SO 4.S IOif .6 17)7.5 •17.7 1. pop <br />1 IS.0 .02S3t .Of0 .DSO .1 .2 756.4 1197.5 -94.0 1.000 <br />15.0 .03471 605 .oso 52.0 654.5 a)97.s -117.3 1.000 <br />75.0 .03224 .100 .Oso S4 .I ill .3 If c1.I -104.3 1.000 <br />'s.0 .04194 .111 .DSO ss.1 030.9 1:02.22 -136.6 1.000 <br />S3.0 .etl Ce .116 .050 $7.5 704.7 If 07.1 -307.0 I.ODO <br />i 65.0 .:lora .10. .DSO SJ'.4 1115.1 2610.5 -110.9 7.000 <br />0 I 7s.0 .0399! .109 .Oso S4.1 1110.1 IA4.f -111.0 1.000 <br />1 <br />.ee7e <br />.9u <br />.3000 7.00 <br /><---• SMEAR MTAVWS <br />•••--> <br />O/Ce <br />.0100 <br />.}DO <br />1.0000 0.00 <br />ERROR <br />NEN <br />USED <br />.0700 <br />.010 <br />.0000 .00 <br />..... <br />S.0 .00)62 .014 <br />...... ...... <br />.OST <br />7.0 <br />.7000 <br />.las <br />.0000 .00 <br />...•. <br />.771 <br />J I <br />IS.O .0)707 .105 <br />1.0000 <br />.ISO <br />.0000 .00 <br />756.0 <br />-16.0 <br />.761 <br />M...I...m. NO..... <br />75.0 0#S3S .133 <br />.TOS <br />20.6 <br />401.) <br />CURVE NO. <br />l: 01 <br />HODUWS REDUCTION CURVE: <br />PI > 0 <br />75.0 .0s7es .126 <br />.100 <br />CURVE No. <br />2v Ol <br />DAMPING: PI > 0 <br />•10. <br />.N1 <br />S 1 <br />CURVE NO. 7 <br />CVRV[ NO. J <br />Ii.2 <br />615.0 <br />0)6.9 <br />•. STM IN <br />G/Cwe. <br />STRAIN DAMPING <br />%$:a .00775 .116 <br />.110 <br />1f.3 <br />.0003 <br />....... <br />1.00(1 <br />........ ........ <br />.0001 1.00 <br />.412 <br />7 1 <br />6S.0 .06470 .172 <br />.0007 <br />10.2 <br />071.3 <br />15)$.2 <br />•30.) <br />.437 <br />.0010.170 <br />15.0 .067)1 .134 <br />.0010 1.10 <br />la.s <br />046.2 <br />1110,.3 <br />.0077 <br />. $so <br />.0072 7.10 <br />.0100 <br />.710 <br />0100 5.50 <br />.ons <br />.500 <br />:21"s <br />.0716 3..0 <br />.3000 <br />.760 <br />.1000 IS.10 <br />.7160 <br />.100 <br />.7700 20.20 <br />1.DSO <br />1.0000 1).70 <br />I.M.700 <br />.071 <br />).1600 2..00 <br />1•••••• OPTION 2 ••• READ SOIL PROFILE <br />NEN SOIL PROFILE NO. <br />1 1DENTIFICAT70N ►ar-Cd t0 •sol <br />l•KK[•6.1 <br />IS•nl <br />NUMBER Or LAYERS <br />I DEPTH <br />TO tEDROCK <br />00.00 <br />NO. TYPE <br />THICKNESS <br />OEPTH Tot. PRESS. MODULUS <br />DAMPING <br />UNIT MT. <br />SHEAR <br />VEL <br />Ift)Iftl <br />Ik•91 /kafl <br />14.11 <br />1lpaI <br />1 1 <br />10.00 <br />5.00 .63 3216. <br />.DSO100.0 <br />1 1 <br />10.00 <br />15.00 I.S6 17910. <br />.030 <br />.373 <br />.00.0 <br />3 1 <br />30.00 <br />25.00 2.29 1191. <br />.DSO <br />.125 <br />100.0 <br />4 1 <br />10.00 <br />61.00 t.a 1902. <br />.oeo <br />.325 <br />700.0 <br />S 1 <br />10.00 <br />4s.o0 2.64 1101. <br />.Oso <br />.12s <br />1011.0 <br />a I <br />10.00 <br />SS.00 0.07 1907. <br />.DSO <br />.lis <br />700.0 <br />7 1 <br />10.00 <br />65-00 0.61 1.00. <br />.DSO <br />.113 <br />600.0 <br />t 1 <br />10.00 <br />73.00 1.II 2006. <br />.O SO <br />.115 <br />000.0 <br />! 1, <br />1633S. <br />.DSO <br />.170 <br />7004.0 <br />PERIOD . <br />.47 FROM AVERAGE SMEAR VELCC27Y • 690. <br />FRCOUEtCY AMPLITVDE <br />MAKINAO AMPLIFICATION • 33.22 <br />FOR FREQNElCY > 2, St C/SEC. <br />PERIOD .4 SEC. <br />I ...... OPTION 7 ••• READ INPUT NOTION <br />FILE NAME FOR INPUT NOTION . sjt •r-At.•.t <br />ERRTMQDARE - ./ter-hE.s.r <br />SOIL PROFILE - Fo-rd e0•sell-KK[a6.l IS•n1 <br />ITERATION NUMBER 2 <br />VAWtS IN TIME DOMAIN <br />NO TYPE DEPTH UNIFRM. ----- <br />OAMryMG <br />----> <br /><---• SMEAR MTAVWS <br />•••--> <br />O/Ce <br />... .... <br />ITT) STRAIN NEW <br />.... ....... <br />USED <br />ERROR <br />NEN <br />USED <br />ERROR <br />MT TO <br />1 1 <br />..... <br />S.0 .00)62 .014 <br />...... ...... <br />.OST <br />7.0 <br />....... <br />1000.7 <br />....... <br />1016.6 <br />...... <br />•1.0 <br />...•. <br />.771 <br />J I <br />IS.O .0)707 .105 <br />.pie <br />15.1 <br />6$1:) <br />756.0 <br />-16.0 <br />.761 <br />3 1 <br />75.0 0#S3S .133 <br />.TOS <br />20.6 <br />401.) <br />Sit .S-3:.) <br />.tit <br />4 1 <br />75.0 .0s7es .126 <br />.100 <br />20.6 <br />771.2 <br />5)1.1 <br />•10. <br />.N1 <br />S 1 <br />4S.0 .0737: .138 <br />.171 <br />Ii.2 <br />615.0 <br />0)6.9 <br />-)4.41 <br />.441 <br />6 1 <br />%$:a .00775 .116 <br />.110 <br />1f.3 <br />S44.) <br />794.7 <br />-U.4 <br />.412 <br />7 1 <br />6S.0 .06470 .172 <br />.lot <br />10.2 <br />071.3 <br />15)$.2 <br />•30.) <br />.437 <br />0 1 <br />15.0 .067)1 .134 <br />.109 <br />la.s <br />046.2 <br />1110,.3 <br />•12.4 <br />.453 <br />1 <br />EARTNWAAC - •]err-At.aer <br />SOIL PROFILE - Fetvfd 00'1ell-KKE.6.11S.n1 <br />ITERATION NUMBER 3 <br />VALUES IN TIME DOMAIN <br />NO TYPE DEPTH VNIFRM. •.•.. <br />IRI STRAIN NEW <br />DAMPING <br />USED <br />----> <br />ERROR <br />.._.. SHEAR MODULUS <br />NEW USED <br />...... <br />ERROR <br />O/G0 <br />RATIO <br />.00727 .010 <br />.DSO <br />-11.0 <br />l017.f <br />1000.] <br />$.S <br />.716 <br />2 I <br />33.0 .03Ia$ .099 <br />.Ips <br />-6.9 <br />694.3 <br />4SI) <br />i.! <br />.4:1 <br />1 <br />15.0 .0:}7. .1)S <br />.317 <br />7.7 <br />.07..3.).9 <br />4 1 <br />)$.0 .06292 . 130 <br />.126 <br />1.0 <br />4H.s <br />711.7 <br />S I <br />OS.O Oe 669 .166 <br />.101.1:1 <br />.l7• <br />S.f <br />Sa2.1 <br />615.9 <br />-17.6 <br />.)7) <br />6 I <br />SS .O .111:7 .150 <br />.166 <br />1.$ <br />460.3 <br />546.) <br />•11.7 <br />.lel <br />7 I <br />65.0 .07575 .139 <br />.172 <br />S.) <br />7017 <br />17).7 <br />•10.7 <br />.)11 <br />t ) <br />7S.0 .01211 .147 <br />.174 <br />6.) <br />147..6 <br />946.1 <br />-13.2 <br />.NI <br />1 <br />tAATNOURRC .]trt-As.a.r <br />SOIL PROFILE - Forv.rd {0'.011-KKE>4.715.ni <br />ITERATION NUMBER 4 <br />VALUES IN TInt DOMAIN <br />PC TYPE DEPTH VNIFAM. ..... DAM►INC -•--> <---- SNGR MmLVS .....I O/Ge <br />IRI STRAIN NEW USED ERROR NEN USED Emit RATIO <br />I 1 S.0 .00{f5 .047 .0.1 -J.0 1067.7 1057.9 .f .757 <br />2 ! IS.e .0)050 .037 .off -2.7 )07.0 bf4.1 l.f .41$ <br />1 IS .07161 .117 .115 1.7 454.0 4w.1 J.1 .))s <br />t 1 13.0 .06454 .113 .130 1.5 654.0 H4.S -0.7 .110 <br />f I 45.0 .f 0476 .IS4 .106 4.9 403.) $41.1 -12.2 .295 <br />6 1 55.0 .11721 .366 .156 4.9 410.9 460.) -12.0 .242 <br />1 1 65.0 .O.).3 .11/ .179 3.7 737.3 199.7 •7.1 .)l• <br />0 1 75.0 .0)117 .349 .143 3.4 492.1 147.6 -1.0 .201 <br />1 <br />C <br />