|
rl]enewe: 7c. ovt
<br />OEM TO BEDROCK
<br />220.00
<br />NO. TYPE TN:CKNESS DEPTH Tot. PRESS.
<br />MODULUS
<br />rerverd LtWlIII
<br />.0007
<br />I. 000
<br />.000]
<br />I.n
<br />140 feet of refu. r ee feet e/ .ell ever 604!00{
<br />.0010
<br />],app
<br />.0010
<br />a.S•
<br />sell PI.O IWeet le end Do., 11911
<br />.poll
<br />-114
<br />.0071
<br />6.oD
<br />ref u.r rM.t..wfc and R. a.x•n$Ian. 11901
<br />•oleo
<br />.98)
<br />.0100
<br />S.pf
<br />refuse unit W1(OAt+7s p,f
<br />.0)16
<br />.,11
<br />.0716
<br />..17
<br />tine nt.trry: <etr.73:e. rue 1R. can Yen reed
<br />..1 000
<br />,atl
<br />-1000
<br />31.11
<br />NCC earthW-ke wap.11.dt: 6.7
<br />.]360
<br />.655
<br />.3160
<br />17.67
<br />Fr �, nerd to •r.)r reeR •c<11erot9en to 0.110
<br />I-0000
<br />.716
<br />2.0000
<br />21.97
<br />-
<br />7.1600
<br />.13,0
<br />7.1600
<br />2S-17
<br />AE•••-•••A•CONPVrER•PROGRAM•rOR •EAR •
<br />THQUAKE RESPONSE
<br />ANALYSIS Or NORIIONFALLY LATER to SITES
<br />by: Per a Se M abel t JeM Ly aewr -- 7970
<br />•.....
<br />___
<br />______________________________ _
<br />eAakelS IBN•PC V r.l on e( SNAIHE
<br />by: t.s. exWxIlHe1 i. t. J.nu.ry 1,61
<br />•............................. __________________ __
<br />.A.k1r0 Neu nods lu. redo {[for. e s (*r r1.Y. added•
<br />• u.in0 r ..lt. (ren Sun a vel 11}eel
<br />by: J. 1. tun t R. w{n Gal.... RA1
<br />• Fee— 76, 1916
<br />.................................................. ..e,- .
<br />SMAKE90 /fl: Adlurt 1051 it.ret/on: n W 1. either
<br />or euK V.; up to 1311=11 cele] typee e
<br />' be specified by t1.er; up to 50 Layers can
<br />• be specified; object notion can be reed In
<br />' Ira.. .!perste (11. and can A.ve ....
<br />• a0lcified .1:-t: Different period. ter
<br />' !•.pence .00111.1 raleul.tien.: eptlen.
<br />' .nab...d: e 9_-I9_ I 'j.. -P
<br />q� J.and Idrt.. . P. Ofrrlw
<br />• Jun. 1180 Fee ... cy 1991
<br />• SRAKEDI x Gnrrel LI<.11P and fln.11r•t Ion e! Input/
<br />ace
<br />• by.
<br />' Gcawb.r 1171 .
<br />.........•...............................................•.
<br />HAD. MURDER Of TERMS IN FOURIER TRAMSFOAM . 4016
<br />NECESSARY LENGTH Of BLANK Common R : 2$61,
<br />3•••••• OPTION 1 ••• READ RELATION BETWEEN SOIL PROPERTIES AND STRAIN
<br />......................
<br />NAT[R1AL ttPC NO.II
<br />......................
<br />CURVE W:- 21x 011 WASTE C/O... CURVE - M.t.e.vfc L K.Varenli.n 111,%1D1
<br />CURVE MO. 22: til WASTE DMPIMo CURVE - Macab"Ic t K.y.K.n)lan I.,1
<br />CURVE PC.. 21 CURVE N0.22
<br />s.... •a.... .....•s.••aa.... a..
<br />STRAIN G/Gw. STRAIN DM PI NG
<br />........ ....... ........ ..-__...
<br />.0001 1.000 .0601 1.:7
<br />NV.r._ OF LAYERS 71
<br />OEM TO BEDROCK
<br />220.00
<br />NO. TYPE TN:CKNESS DEPTH Tot. PRESS.
<br />MODULUS
<br />DAHpING
<br />UNIT Mr.
<br />SHEAR
<br />EL
<br />STRAIN..DAMPING
<br />-0003
<br />1 000
<br />,0001 40
<br />If tl Ittl 1krf)
<br />fk.tl
<br />,0010 .10
<br />Ikcff
<br />lips)
<br />1 11 70.00 5.00 .]E
<br />2
<br />986.
<br />.OSO
<br />,071
<br />650.0
<br />11 10.00 if.00 .tl
<br />lBt.
<br />.050
<br />.OTS
<br />650.0
<br />] I1. 16.06 15.00 .8r
<br />mea-
<br />.OSO
<br />.07S
<br />650.0
<br />4 it IC.00 ]5.00 1.a7
<br />114.
<br />.OSO
<br />.OTS
<br />650.0
<br />S II 10.00 15.06 1.19
<br />901
<br />.050
<br />.OTS
<br />650.0
<br />6 11 10.00 S1.00 ).)I
<br />7061.
<br />-OSO
<br />.07S
<br />61S.0
<br />T 11 10.G0 61.00 1.66
<br />1130.
<br />.oso
<br />.o7s
<br />750.0
<br />9 11 :0.00 11.00 7.57
<br />I79f.
<br />.O SO
<br />775.0
<br />! 11 15.50 •5.00 1.70
<br />1481.
<br />.OSO
<br />.0IS
<br />.07S
<br />•00.0
<br />lc 11 IC.00 15.00 I.el
<br />1566.
<br />.GSD
<br />170.0
<br />11 11 10.00 105.00 1.95
<br />1767.
<br />-o50
<br />,0)5
<br />-075
<br />.70.0
<br />12 11 10.00 Sas. 00 7.07
<br />I971.
<br />.OSO
<br />.075
<br />910.0
<br />13 11 10.00 12..00 7.10
<br />2192.
<br />.as*
<br />.07S
<br />170.0
<br />14 1! 10.00 1]$.oe 1.17
<br />IS:.',
<br />.Oso
<br />.o7s
<br />1050.0
<br />IS I 10.00 165.00 1.70
<br />7017.
<br />.OSO
<br />.I2S
<br />1000.0
<br />16 1 10.00 ISS.00 7.7]
<br />)111.
<br />.Oso
<br />.125
<br />Soo*.*
<br />17 1 10.00 115.00 7.15
<br />]BBS.
<br />.050
<br />.125
<br />1000.0
<br />30 1 10.00 175.00 1 -SO
<br />4697.
<br />.O SO
<br />.12S
<br />1100.0
<br />If 1 10.00 les. o0 S.IO
<br />4617.
<br />.050
<br />.171
<br />1100.0
<br />)0 1 10.00 195.00 S.1)
<br />6611-
<br />.OSO
<br />.IIS
<br />2300.0
<br />tI I 10.00 105.00 9.46
<br />5510,
<br />..,a
<br />-I2S
<br />7100.0
<br />12 1 10.00 115.00 7.00
<br />SS90.
<br />.OSO
<br />.125
<br />1700.0
<br />Il BASE
<br />)67]5.
<br />.*SO
<br />.130
<br />]000.0
<br />•ERSOD • .Pf rpm AVERAGE SHEAR VILOCITT .
<br />-016.
<br />•RCOUENCY AMPLITUDE
<br />LX3MUM AMPL:r ICATIM . 74. T1
<br />M rxwugxcY 1 .7] C/SEC.
<br />PERIOD r .61 sec.
<br />•••• OPTION 7 ••• DEAD INPUT MOTION
<br />ME NAME FOR 311M MOTION : eorralll..ar
<br />NO. Or INPVT ACC. POINTS • 1000
<br />NO. OF POI HIS USED to ryT . 4096
<br />NO. OF MEADINO LINES + I
<br />NO. OF POINTS ►[A LI .
<br />IME STEP roll INPVF IK•TtON • .0200
<br />OAMAT FOR Or TIME NIs70RT . tef9.61
<br />'•' M EA DCA
<br />RAL :O 10 Dep.l CureRs Canyon Road
<br />B p[. 0 0.07 rep
<br />r•sST t UST S LINES OF INPUT MOTION •••••
<br />.---- 506174 .*016,1 -.0011!5-OOeeU •.0324)1
<br />-.OIUSt
<br />..ole
<br />a7f -.0071
<br />TO
<br />.077:0 .047151 ..0 I4 .00{]74 .001017
<br />.Ol OS 6f
<br />.0150 O) .07)10)
<br />616569 .O1,st: ..77)60 .0)IC:S .027{01
<br />.005)70 --001461
<br />•-016141
<br />.01718: .001416 .611!87 .001929 -.0064S4
<br />-.614766
<br />-.021811
<br />-.0]4)66
<br />•MATERIAL•ry NO.IO
<br />CURVE N0. If:
<br />•30 ATT[NUATION Or ROCK AVENGE tc/G for rock Ila 7/7
<br />cUuvT NO. 20:
<br />110
<br />OAMPIMC IN ROCK AVERAGE 9/4
<br />. CURVE.NOs.••s••
<br />•STRAIN
<br />CVA VE 0 .20
<br />CI .
<br />STRAIN..DAMPING
<br />-0003
<br />1 000
<br />,0001 40
<br />.0003
<br />1.000
<br />,0010 .10
<br />.0010
<br />-Pis
<br />.0100 1 -SO
<br />-0070
<br />.012
<br />,1000 3.00
<br />-0100
<br />.y00
<br />],0000 6,60
<br />.0300
<br />,810
<br />.0000 .00
<br />.1000
<br />.721
<br />,0000 0
<br />.0
<br />1.0000
<br />.510
<br />.0000 ,00
<br />MATE117 AL iTPE NO. 3
<br />•..•.•......•....••
<br />CURVE MO. 1: 01 MOOVWS MEOW low CURVE. PI • 0
<br />CURVE NO. 7: r1 OAMPI"o, PI 1 0
<br />CURVE NO. 1
<br />...................
<br />STRAIN G/Oa.A
<br />.0001 1.000
<br />.000) 1.000
<br />0010 .170
<br />.0077 .060
<br />.0300 .710
<br />.0116 .See
<br />.1000 .iso
<br />.7160 100
<br />1.0000 .OS*
<br />7.1600 .015
<br />CURVE NO. 2
<br />................a
<br />STRAIN M71PItlG
<br />.0003 3.00
<br />.0010 1.10
<br />.0031 3.30
<br />.0300 S.SO
<br />.0)36 0.00
<br />.1000 15.10
<br />.7160 10.70
<br />3.7.70
<br />I.M.16016.00
<br />1•••••• OPTION 1 ••• READ SOIL PROrILE
<br />NEW SOIL PROFILE NO. 1 IDENTIFICATION P. -,d
<br />140•re(.10•.ai I. NCE-6.71C.r
<br />S-.03PS21 -.070055 .017201 .071402 .040912 .0)0..1 .007400 •.02)4S4
<br />....._.- INPUT NOTION READ NOT ECHOED........... i
<br />346 -.004057 •.006171 -.005716 --00760)-.00.OIJ -.006166 -.006063 •.001067
<br />747 --006147 --005277 -.004457 --007119 -.005011 -.0066)) -.00776) •.000016
<br />748 -.000492 .0001ST .00ISS1 .000.(7 .001710 .000705 .000PIS .000441
<br />249 .000067 -000007 .001970 .007601 .00)705 .00)SS2 .007509 .00476)
<br />ISO .006157 .006080 .006371 .0061)6 .003.23 .001967 .007047 .001697
<br />RRAIMNAK ACCk2.ERAtI ON . .61117
<br />AT TIME 3,60 SEC
<br />THE VALUES -ILL BE xuLTI PLIEO DT A FACTOR • .707
<br />TO LIVE HIM MAXIM- ACCELERATION • .3,000
<br />MEAN SQUARE FREQUENCY . 2.76 C/SLY.
<br />MAX ACCELERATION -19000 FOR rRmuENcics REMOVED Awn 25.00 C/SEC.
<br />1•••••• OPTION4 ••• READ WHERE OBJECT MOTION is OtVE1
<br />OBJECT NOTION IN IAyER NVMDER I) OUTCROPPING
<br />1 ...... OPTION S ••• OBTAIN STRAIN COMPATIBLE S02L PROPERTIES
<br />NARIMUM NUMBER Or ITERATIONS • 21
<br />FACTOR FOR UNIFORM STRAIN IN TIME DOMAIN . -57
<br />FARTNOVAKE - eerr.lil .ser
<br />soJL PROFILE - ForT•ar e11.MCE.6.71Cer
<br />IF low "UNDER 1
<br />VALUES IN TINE DOMAIN
<br />NO TYPE DEPTH WIFRM- ----- OARPINO -•..e ----- SHEAR MODULUS ...... D/G
<br />IRI STRAIN NM USED EPAOR NEW USED in A PATIO
<br />i 17 S-0 -a.... .OST -oso 11.9 fee -7 fH.l J.4 1.000
<br />7 I1 1S-0 .:2171 -0.1 .Oso 41.6 ft7.7 164.3 •I.f 1.000
<br />11 IS .O .04550 .100 _oso 41-1 fU.O )N.1 •LS }.000
<br />4 11 )S .0 .05414 .109 -Oso S).9 907.0 106.1 -1.5 I.
<br />1 11 4S.0 .04120 .137 .*S0 SI.9 •07.6 106.1 •f.6 {.000
<br />6 31 SS -0 .06714 .I1) .050 SS., 166.1 1061.2 -0.6 1.000
<br />7 It 65.0 .05377 .100 .050 51.7 1205.1 1710.2 -6.) 1.000
<br />e 11 75.0 .053,67 .100 .OSO S2.6 12f1•s 13.1.0 •e.) 3.000
<br />9 11 OS -0 .051)0 .107 .*so 53.1 1779.7 1600.7 -1.0 1.000
<br />10 11 9S-* .041)7 ,305 .OSO 12.S I!S).1 1566.1 •7.. 1.000
<br />I1 it
<br />105.0 .064IS .301 .050 50.7 1640.7 1761.0 •6.1 1_000
<br />12 it its.0 .0)167 .017 .oso 41.] 3850.2 11)1.4
<br />11 11 125.0 ,0792 .096 .oso 67.7 20)5.0 71.1.. -S.6 3.00e
<br />14 11 175.0 -07507 .0.4 ,OSO 46.0 2460.6 7567.1 -$.1 1.000
<br />1S 1 145.0 -0211S .011 .OSO 65.4 2061.7 )69).0 -0p.) 1.000
<br />14 I ISS.O -Y2,6f .016 ,GSO 67,1 1,60.5 1192.0 •16.0 1.000
<br />17 1 165.0 .07210 .019 .050 t).7 1911.2 3112.0 •102.4 1.000
<br />i/ 1 )75.0 .070)7 ,096 .050 46-1 2441-0 6617.7 •71sT 1.000
<br />1! 1 165.0 .03171 .OTS .eSe 67,4 2613.) 46!7.2 -f4.S 1.000
<br />20 1 1.S.0 .01146 .OTS ,050 67.6 7409.6 4617.) -IS•0 1.000
<br />11 1 los-0 .*1441 -060 .oso q.1 IOS6.1 1110.1 -II.1 1.000
<br />71 1 215.0 -Ot U1 .oe1 .OSO 3.1 3010.0 %$,0.1 •62.1 1.000
<br />i
<br />EARTHQUAKE - Berra if 7..•[
<br />SOIL PROFILE reward 360•[e(,00'te11, MCEeb .7lCer
<br />•
<br />0
<br />
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