|
(il•n...e: bD.eut
<br />ter...re :.nems
<br />7C I... e/ rd u.. .... So (ort of ,011 ever bedrock
<br />•ell P1.9 tVucet i< ,nd Dobcy. If/11
<br />N[w• 1n•u,erit .oil R.e, tanj i•n, 1»e1
<br />r��ues w.it uefvlt •is Pc(
<br />[lwa bi•tor3': aynt Atttt N•e.
<br />-CCe•r<A0u•R• wynie ude: ].f
<br />cr.E. nerd to oral. neck .ectier •[ton to 0.100
<br />...:...•.-..• .................................
<br />A CONPVTCA PROGRAM FOR UATHOUAKE RESPONSE
<br />• ANALYSIS OF NORIJONTALLY RAYERED SITES
<br />• by: Per S. ScM.b.l 6 .)oN. Ly,w•r -- It70
<br />-•
<br />• •....... .. ....................... ......•---..___--- .
<br />0.0195 IBM-PC o/ S1 WIC
<br />by: S.s..r1911;.1 Iii. .1.... ry ISIS
<br />.............. ........ :....... .._........
<br />.M Reee Nru nedulu, redu<alen e • /or tl eye edd.d•
<br />• in0 t telt• (row Sun et ual (18611
<br />• by: 3. I. Sun t Renin Gel...rkhi
<br />• February 76. 1999 '
<br />.
<br />• S14AKEftlfl: Adfu.t 1•tt itrt•ti on: Input nw S, sit Mt
<br />- or MR V., up to 13 Mtcr1.1 typ•. c
<br />ba .p.cllitd by u up 10 SO Ly... c
<br />• D. P- Ili..:
<br />ob Sect sotl en n sen De reed Ln
<br />•
<br />!p
<br />tand e we
<br />.ptcill.d Io i : Dilter.nt pAerl0dues/er
<br />e.pon.e .pecdi e.l cu latlon.: option•
<br />• •nuwbereo•and Donor •1 cleanup '
<br />•
<br />by: '. 1. Sun. /. M. id r i., 9 P. Dlrrlw
<br />• Dune 1910 - FeAru•ry 1471
<br />. .................................
<br />...•-.___-----------
<br />-SNAK[81 ,I cleanup end t9, n•li ration e( InPrtI-
<br />M.,
<br />• output (e z' . .tc
<br />by: I. M. loris.
<br />• Wtewber 19, D7
<br />...........................................................
<br />MAX. NUMBED OF TERMS IN fou"IEA TRANSIOAN • 7096
<br />NECESSARY LENGTH Of BUNK COMMON K s 7361)
<br />I ^••••• OPTION 3 ••• READ RELATION BETWEEN SOIL PROPERTIES AND STRAIN
<br />......................
<br />MATES UL t1XFE Mill
<br />......................
<br />NAVE NO :1' .11 WASTE GOGw•R CURVEr-.14.1. 11 L K.va s•njl•n 1199, 01
<br />NPV[ NO. J]: 011 WAS -E DAMP NO CURVE - Mta, :Vie 6 MVaranf Sen Ilff O',
<br />CVSvt NO.:1 CURVE N0.3I
<br />.•.......t....l. .. ...•.a..••...r•...
<br />s_ IN IN G/L]r.K S'PA1N DAMPING
<br />........ ....... ........ ..._....
<br />.0651 1.000 .-:l 1.13
<br />NUMBER OF
<br />LAYERS
<br />i.
<br />DEPTH TO BEDROCK
<br />NO.
<br />TYPE
<br />TNICMISS
<br />DEPTH
<br />Tot: PRESS
<br />MODULUS
<br />DAMPING
<br />UNIT WT
<br />VEL
<br />.07071
<br />s..9,
<br />.0)16
<br />.f5f
<br />.0)16
<br />1.97
<br />-2000
<br />.1e3
<br />.1000
<br />t:t:
<br />t(tt
<br />Ik.I!
<br />Ik, 11
<br />3].63
<br />Ike(!
<br />1
<br />7I
<br />IG.00
<br />S.G7
<br />.IO
<br />9,6{.
<br />.DSO
<br />.07S
<br />I
<br />/0.00
<br />IS.40
<br />.01
<br />POs.
<br />.Oso
<br />.0]S
<br />1
<br />1:
<br />1C."
<br />Is.04
<br />.9{
<br />544.
<br />.050
<br />.07S
<br />t
<br />1.
<br />:0.0:
<br />)1.60
<br />1.07
<br />8!{.
<br />.050
<br />.075
<br />T
<br />l)
<br />10.00
<br />IS.00
<br />1.19
<br />9a,.
<br />.DSO
<br />.075
<br />6
<br />1:
<br />16.0E
<br />SS.00
<br />1.77
<br />1061.
<br />.OSO
<br />.075
<br />1/
<br />16.6'k5.00
<br />1.16
<br />1110.
<br />.OSO
<br />.075
<br />!
<br />)
<br />IG.00
<br />75.00
<br />1.07
<br />2414.
<br />- .050
<br />.lis
<br />9
<br />1
<br />7C.6C
<br />65.00
<br />1.65
<br />1106.
<br />.050
<br />.125
<br />10
<br />1
<br />10.06
<br />15.00
<br />7.01
<br />1464.
<br />.DSO
<br />.725
<br />11
<br />1
<br />10.60
<br />Its
<br />1.70
<br />1166.
<br />.050
<br />.129,
<br />11
<br />36.00
<br />I -S.00
<br />7.12
<br />IIIb.
<br />.0 so
<br />.IIs
<br />1)
<br />1
<br />10.00
<br />115.00
<br />6.95
<br />19,{0.
<br />.DSO
<br />.135
<br />:4
<br />1
<br />16.00
<br />115.00
<br />T.S1
<br />)Be 2.
<br />.DSO
<br />.I2s
<br />If
<br />1
<br />IC.OS
<br />145.00
<br />6.20
<br />1667.
<br />.Oso.325
<br />1.000
<br />I6
<br />MSE
<br />17.0
<br />9,16.1
<br />fN.1
<br />3671S.
<br />.OSO
<br />.110
<br />PERIOD
<br />.
<br />.76 FROM AVERAGE SMEAR VELOCITY 76S.
<br />s...1
<br />FREQUCI+CY AMPLITUDE
<br />MAR:Y•tM M►LIf1CATIM . 15.06
<br />MR FP.EQUENCT a 1.61 C/SEG.
<br />PERIOD . .f) SEC.
<br />1 ••••'• OPTION ) ... READ INPUT NOTION
<br />FILE NMT FOR lmp%rr Wit"• ••9ee0-s•r
<br />ND. OF INPUT ACC. POINTS • 1760
<br />M. OFPOINTS USED IN FFT • 6006
<br />NO. OP MCAOING LINES . J
<br />No. OF PO
<br />I.5 PER LIKE . 0
<br />TIME STEP FOR !!Pill NOTION
<br />.0700
<br />1.., FOA Of TINE MISTOP.Y • 1015.61
<br />.0007
<br />3.000.000)
<br />1.77
<br />.Rot*
<br />1.000
<br />•0030
<br />"S.0033
<br />MAXIMUM ACCELERATION > .60000.
<br />.9`14
<br />.0032
<br />6.01
<br />.plop
<br />.sea
<br />.07071
<br />s..9,
<br />.0)16
<br />.f5f
<br />.0)16
<br />1.97
<br />-2000
<br />.1e3
<br />.1000
<br />32.11
<br />.3260
<br />.655
<br />.3160
<br />3].63
<br />3.0000
<br />.716
<br />2.0000
<br />Jl.f7
<br />7.1600
<br />.170
<br />1.1600
<br />2S.1]
<br />MATERIAL TYPE NO.10
<br />CURVE NO. l9,: 170 ATTENUATION Of ROCK AVERAGE IG/Ge (09 rock 11. 717
<br />CURVE NO. 70 I1: DAMPING IN ROCK AVERAGE 914
<br />NRK N0.19 NAVE N0.20
<br />••ST M IN sssC/O- sSTRAIN rsrDA PING
<br />........ ....... ..._____ ........
<br />.0007 I.000 .0007 ..o
<br />.0007 7.000 .Dela .Io
<br />0010 .99,0 .0100 1 -SO
<br />.
<br />.00)0 .f Sl .1000 3.00
<br />:too
<br />foo 1.00:0 1.60
<br />,0)00 •7)0 .0000 .00
<br />.i:DO .TIS .0000 .00
<br />1.0000 .$so .0000 .00
<br />...................
<br />•RATER.E NO. 1
<br />.............TYP.........
<br />CORVB NO. is ►1 NODULUS WCT70N CURVE: PI • O
<br />CURVE NO. 7: el DAMPING .RVPI : 0
<br />C'1IIlVE NO.sI •• CURVE NO. 7
<br />r •s•••.aa••sa .. • s.aa.s.•.s..a.saa•
<br />STRAIN O/C .N STRAIN DAMPING.
<br />.0007 1.000 .0007 1.00
<br />.0007 1.000 .GOOD 1.)0
<br />,0010 .9,70 .0010
<br />.00)x .Oso .0033 ).10
<br />.0'300 .710 .0700 5.50
<br />.OJS{ .500 .0)76 9,.00
<br />7000 .360 .1000 11.10
<br />:)ISO .100 .)160 20.70
<br />1.0000 .010 1.0000 7).70
<br />1.1600 .DIS ).1600 76.00
<br />1•••••• OPTION 1 ••• READ SOIL PROFILE
<br />nW SOIL PROFILE NO. 1 IDENTIFICATION reru.cd
<br />70'7 tf.O0'soil, MC[.7,f )SAI
<br />150.00
<br />MAXIMUM ACCELERATION > .60000.
<br />BREAK
<br />AT TIME . x9,.6,1 SEC
<br />/
<br />TAC VALUES -ILLBE MULTIPLIED BY A FACTOR .
<br />✓
<br />I'D"
<br />70 GIVE NL- MAX IHum ACCELERATE ON
<br />a
<br />,10000
<br />650.0
<br />MCAs SpUARt FRtOUMNCI' • 7.17 COSEC.
<br />650.0
<br />MAE MCCLEMTION . .10000 FOR FREQUENCIES
<br />REMOVED
<br />ABOVE
<br />15.00
<br />CISCO.
<br />650.0
<br />1•••••• OPTION I••• RGD WHERE OBJECT ISCFSON IS GIVEN
<br />650.0
<br />OOJ EC't 110T2ON IN LAYER NVMBER IE OUTCROPPING
<br />650.0
<br />675.0
<br />1•••••• OPTION s ••• OBTAIN STRAIN COMPATIBLE SOIL
<br />PROPERTIES
<br />750.0
<br />MAKSMM NUMBER Or ITERATIONS
<br />s 11
<br />000.0
<br />FACTOR FOA UNIFORM STRAIN IN TIME DORAIN
<br />.69
<br />10 D.0
<br />900.0
<br />- M96 ep.s•z
<br />QUAKEPROFILE
<br />9,00.0
<br />SOIL PROPILE - ie
<br />SOIL
<br />•efI.NCE.).f/SAI
<br />foo.:
<br />soo.o
<br />ITERATION Nm1ER 1
<br />7000.0
<br />1000.0
<br />VALUES IN TIME DOMAIN7000.0
<br />NO TYPO DEPTH UNIFRM. ----- DAMPING
<br />.---a
<br />..... BREAK MODULUS-••••>
<br />G/W
<br />IFT, STRAIN NEW USCD
<br />ERROR
<br />N W
<br />USW
<br />.......
<br />in
<br />......
<br />PATIO
<br />.....
<br />... _... ....-•_.-_- ._..- _•.... ......
<br />I II S.0 .0059,7 .oso .oso
<br />.t
<br />.......
<br />9,17.7
<br />fP/•1
<br />I it 1S .0 .03761 •071 .O So
<br />31 .7
<br />9,56.0
<br />9,11.1
<br />•7.9,
<br />1.000
<br />11111.0 .0177f .016 .DSO
<br />17.0
<br />9,16.1
<br />fN.1
<br />•6.0
<br />1.000
<br />4 1'3 75.0 .0)601 .09,6 .DSO
<br />66.0
<br />lit 5.9
<br />s...1
<br />S I1 IS•0 .06197 .091 .OSO
<br />49.7
<br />92 4..
<br />1.4 .1
<br />-6.1
<br />1-000
<br />6 it 9,5.0 .011)) .100 .oso
<br />SO.o
<br />9,9,6.7
<br />1061.1
<br />-6.1
<br />1.000
<br />0 11 6s. .01)60 '07DSD
<br />.050
<br />06.0
<br />17157
<br />.•0
<br />1)10.7
<br />-S3
<br />1000
<br />6 1 950 .07655 _079,0 .
<br />79,.0
<br />1103
<br />2411.S
<br />•67..0
<br />1.
<br />.000
<br />f 1 9,s_.a
<br />0 .01901 .07t .oso
<br />10.7
<br />1177.6
<br />UH.f
<br />-60.7
<br />1.000
<br />70 I 9S.0 .07026 .001 .oso
<br />)..6
<br />167].9,
<br />IULf
<br />-7x.1
<br />1.000
<br />II ) )*S.O .01670
<br />I0)I.i
<br />3104.4
<br />-62.2
<br />1.000
<br />32 1 11S.0 .01770 .076 .DSO
<br />)6.S
<br />19,01.9
<br />3144.1
<br />-65.1
<br />7.000
<br />13 7 125.0 .0307s .011 .oso
<br />)0.S
<br />1077.1
<br />111/.4
<br />-77.0
<br />1.000
<br />I6 3 .01130 -078 .DSO
<br />Is -1
<br />7027.9,
<br />]807.0
<br />-66.1
<br />1.000
<br />IS 7 145.0 .01/71 .OMI .DSO
<br />)7.9
<br />IJ7I.5
<br />1117.0
<br />•70.0
<br />1.000
<br />••••• H E A D E R
<br />Seed and Idrlt. !19691 X 0.75 Fq.
<br />• 170 • )760 pt.. • 0.02
<br />•• FIRST a UST 5 LINES Of sINPUT MOTION •••••
<br />1 .0677)1 .07)79,6 .0179, if .075071 .063607 .05 J2SI .051650 .0119,$5
<br />2 .0)1577 .077579 .017776 .C73t.s .07Jaa) .077])5 .017170 .00)507
<br />3 .DC1423 ..017161 -.076796 -.0)1771 •.0101.0 •.00 P001 -.063570
<br />1 •.016)7. •.0971 79, •.1le)65 •.001171 •.061)11 -.075011 -.017076-.011160
<br />S •.017017 •.011943 -.071917 -.079617 -.035054 -.0)06)! -.079, Off •.0)6161
<br />........ INPUT MOTION DEAD BMT ECHOED...........
<br />• 011}91 •.00IE.6 •.00:7)1 .047971 .:51467 .05605• .060505 .067670
<br />06)f]y .06556< .067751 .06fE06 .07009) .07779,7 .070016 .01509,6
<br />7607:1 .*$Ilse .054201 .051615 .Oe}711 .04)016 .07412. .03}IRO
<br />.024119 *709,56 •.004150 -.074919,-.0)0046 -.0)411/ •.076601 -.037017
<br />410 • 034063 -.07!:17 -.010176 .00169S .007.76 .0
<br />0
<br />2
<br />46S .000067 -.007164
<br />a
<br />EUTWUME - Mp1•p.6er
<br />SOIL PROM LE - For-, I, I. eO-.oII,MCE.1.91SA1
<br />ITERATION Numb" 2
<br />VALUES 10 TIME DOMAIN
<br />NO TYPE OEM MIAMI. ----- DAMPING ....I •-••• SMEAR MODULUS •--•-> . GIGO
<br />IFTI STRAIN NEW USED ERROR NEW USED ERROR RATIO
<br />... .... .... ....... ..... ...... .... .. ....... ....... ...... .....
<br />1 11 S.0 .00909, .047 .DSO •O.0 9,7..E 9,77.1 .1 .fee
<br />1 11 IS .O .01)77 .067 .070 •f.) 9,60.1 fff .0
<br />7 11 2S.0 .01171 .0$0 .014 -f .l 757.6 9,11.4 .S Af7
<br />1 II 15.0 .01919 .097 .OH -9,.9 040.2 f)S.0 1.2 .Iso
<br />5 I1
<br />4S.0 .0)7)1 .092 .099, -t .6 9,.0.1 9)4.9 l.6 .9,40
<br />t II SS.D .0)577 .090 .100 •6.S 300... .979
<br />7 11 $3.0 .0710t .090 .094 -4.2 1755.1 1215.2 .1 .ISO
<br />•
<br />
|