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EARtNp{1AKE - <br />s7t er-At.s•r <br />1T l 115.0 <br />.0$231 .122 <br />.172 .0 <br />IS31.4 <br />IS33.4 .0 <br />.175 <br />SOIL PROFILE r0rr•rd 140'ref.60'•eli.)K E•6.7(S•n <br />)6 1 155.0 <br />.05114 .111 <br />.III .0 <br />1511.)f{ <br />17 I 765.0 <br />.05161 .331 <br />351).7 <br />116).0 <br />ITERATION NVNECP f <br />1. 1 175.0 <br />.017:6 -104 <br />.los .0 <br />216].3 <br />21,1.1 .0 <br />.4014 <br />if 1 1,5.0 <br />.042): .112 <br />.111 .0 <br />7061.1 <br />1061.1 .0 <br />. p9 <br />VALUES IN TIME •AIH <br />20 1 1:5.0 <br />.0492S .119 <br />./301 .0 <br />1914.3 <br />1111.2 .0 <br />.406 <br />]I i 105.0 <br />.01676 .107 <br />.10] .0 <br />2563.1 <br />2$63.3 .6 <br />..S9 <br />r DEPTH UNI FRN. .._. <br />OAlIPiNG •-•-> <br />..._. SHEAR MODULUS -----> <br />OIG. <br />72 I 21S.0 <br />.04)16 .117 <br />.113 .0 <br />]432.0 <br />1171.E .0 <br />.475 <br />I1`71 STRAIN NCW <br />USED ERA OR <br />HEW <br />USED ERROR <br />RATIO <br />1 <br />.... ....... ..... <br />...... ...... <br />....... <br />....... <br />----- <br />'" TI1 .0 - <br />•jt ei •At.sa[ <br />1.0 .00555 .044 <br />.049 .0 <br />9]7.1 <br />972.4 .0 <br />.0161 <br />SOIL PROFILE - iorWtd 340'[9f.eosell.MCE=b.l !tan <br />IS.O .01666 .077 <br />.077 ,0 <br />956.! <br />976.9 .0 <br />.912 <br />I I1 ]S 0 .02--a .001 <br />.066 .0 <br />146.6 <br />946.4 .0 <br />.,62 <br />ITERATION NUNSER 11 <br />4 11 )1.0 .01/9- .011 <br />.0017 .0 <br />f2f.9 <br />979.9 .0 <br />-145 <br />5 11 4$.0 .04117 .101 <br />.LOS .0 <br />914.3 <br />111.] .0 <br />.0121 <br />VAWES IN TIME <br />DONAIN <br />- <br />. 11 St.. .OS.31 .10E <br />.10[ O <br />179.7 <br />179.7 ,0 <br />.0131 <br />7 ll 67.0 .650)7 .106 <br />.It6 .0 <br />3)15.1 <br />1]15.1 .O <br />.91, <br />NO TYPE DEPTH <br />UNIFRM. ..... <br />DAMPING ..--> <br />----- SHEAR NODUWS -••-•> <br />G/Co <br />0 11 75.0 .OS170 .107 <br />.lY: .0 <br />1791.1 <br />1294.3 .0 <br />.925 <br />IRI <br />STRAIN NCM <br />USED ERROR <br />REV <br />USCG EAROR <br />RATIO <br />9 11 :1.G .os2sl .101 <br />.107 .0 <br />1):8.7 <br />1)74.) .0 <br />.971 <br />... .... .... <br />....... ..... <br />...... ...... <br />....... <br />....... ...... <br />..... <br />SO 11 fS.. .01219 .701 <br />.167 .0 <br />I469.T <br />1640.5 .0 <br />.975 <br />1 11 .0 <br />.00151 .019 <br />.049 .0 <br />01]7.) <br />177.! <br />1, '1 101.0 .01774 .106 <br />.104 :0 <br />1641.1 <br />)61).4 <br />"..0 <br />2 11 11.0fSa.) <br />I2 11 715.0 .04796 .IGC <br />.100 .0 <br />1669.6 <br />1/18.6 .0 <br />.97, <br />3 11 25.0 <br />.02779 .016 <br />.006 .0 <br />146., <br />946.1 .0 <br />.947 <br />17 11 125.0 .07095 .091 <br />.047 .0 <br />2070.6 <br />707 G.6 .0 <br />.915 <br />4 31 )S.0 <br />.0)067 '017 <br />.091 .O <br />,7,.1 <br />911.9 .0 <br />.145 <br />14 11 171.1 .07701 .091 <br />.091 .0 <br />7/14.9 <br />7451.9 ,0 <br />.95E <br />S 11 45.0 <br />.04916 .Ids <br />.l OS .0 <br />114.7 <br />914.) o <br />.929 <br />15 1 115 0.771 <br />.177 .0 <br />157).1 <br />{111.5 .0 <br />.)95 <br />6 11 SS.0 <br />.054)7 .101 <br />.700 .0 <br />976.7 <br />01]4.1 .0 <br />.972 <br />16 1 1SS.0 .05196 .121 <br />.121 .0 <br />Is".. <br />1531.5 .0 <br />.)ft <br />7 I1 65.0 <br />.OSOIO .106 <br />.106 .0 <br />7215.4 <br />1215.1 .0 <br />.876 <br />17 1 161.6 .05169 .III <br />.111 .0 <br />1f47.0 <br />1S42.1 .0 <br />.391 <br />6 11 75.0 <br />.05710 .107 <br />.107 .0 <br />17,4.1 <br />17}4.1 .0 <br />.975 <br />1: 1 It1.0 .03747 .)06 <br />.106 .0 <br />2101.0 <br />7111.0 .0 <br />.414 <br />l 11 /S.0 <br />.0S2S1 .107 <br />.107 .0 <br />1716.) <br />1716,) .0 <br />.171 <br />301 l 19S.e .041)9 .I/) <br />.111 .e <br />2041.] <br />lop .l .0 <br />.411 <br />10 17 015.0 <br />.05271 .107 <br />.10) .0 <br />1,1/3 <br />166 5 <br />JO 7 79 S.0 .04111 .1101 <br />.119 .7 <br />1915.] <br />1,16.1 -.1 <br />.401 <br />11 11 105.0 <br />.04714 .104 <br />.106 .0 <br />34:1:4 <br />16442:4 .0 <br />.,11 <br />21 1, 105.0 .0]156 .107 <br />.I OI .0 <br />JSU .l <br />25 p.f .0 <br />.159 <br />22 I1 lls.0 <br />.04x:4 .100 <br />.100 .0 <br />3.49.6 <br />1049.4 .e <br />.0134 <br />I] 1 715.0 Ap14 .ltl <br />.117 .0 <br />2417.6 <br />243).9 •.1 <br />.4)5 <br />I) 11 125.0 <br />.03.16 .Of] <br />.0017 ,0 <br />]070.1 <br />3070.6 .0 <br />1 <br />14 13 113.0 <br />.03)01 .091 <br />.091 .0 <br />7t S4.f <br />II SI,, .0 <br />.916 <br />EARTHQUAKE - 411 at-Ax.•ar <br />1S 1 145.0 <br />.01231 .122 <br />..122 .0 <br />IS)l .4 <br />IS73.4 .0 <br />.3:5 <br />SOIL PROFILE r,t 4 <br />140'taf.,0.4e1l. <br />NCC.4.715an <br />16 1 ISS.O <br />.05213 .321 <br />.121 .0 <br />IST}.) <br />1531.1 .0 <br />.)016 <br />17 1 143.: <br />.O Sle1 .171 <br />.172 .0 <br />1143.5 <br />1511.7 .0 <br />.301/ <br />ITERATION NUMBER 10 <br />I/ 1 17 S.0 <br />.01745 .706 <br />.lOt .0 <br />2107.) <br />1192.1 .0 <br />.461 <br />301 1 3/S.0 <br />.04210 .132 <br />.112 .0 <br />7061.0 <br />2061.1 .0 <br />.431 <br />VALUES IN TIME DOMAIN <br />20 1 Its.* <br />.0492/ .lit <br />.119 .0 <br />191)•0 <br />1914.) <br />21 1 205.0 <br />.0)0S7 .107 <br />.107 .0 <br />3S6).0 <br />2541.1 .0 <br />.4501 <br />NO TYPE DEPTN UNIFRN. .---- <br />DAMPING ---•> <br />.-•_• SHEAR NODULUS .....> <br />G/Ge <br />13 1 215.0 <br />.04317 .113 <br />.111 .0 <br />24)2.{ <br />IRI STRAIN NG' <br />USED ERROR <br />NEW <br />USED E3ROR <br />RATIO <br />... .... .... ....... ..... <br />...... •----- <br />•-•---- <br />------- ------ <br />..._. <br />VALUES IN TIME DOMAIN <br />1 ll 1.0 .00}SS .049 <br />.o4a .0 <br />972.1 <br />177.9 .o <br />.909 <br />2 it IS.O .01666 .013 <br />.07) .0 <br />956.9 <br />9S6.9 .0 <br />.972 <br />LAYER TYPE. <br />THICKNL55 <br />DEPTH <br />MAIL STRAIN HAS STRESS <br />- <br />31 15.0 .0277E .094 <br />.066 .0 <br />916.1 <br />916.4 .0 <br />.962 <br />TIME <br />4 I1 )5.0 .01667 .017 <br />.09E .0 <br />921.9 <br />979.9 .0 <br />.,45 <br />PT <br />R <br />PRCNT <br />PSr <br />S 11 61.1 .64117 .105 <br />.303 .0 <br />914.7 <br />914.) .0 <br />.179 <br />SEC <br />6 1: SS.O .054)7 .10! <br />.109 .0 <br />916.7 <br />970.7 .0 <br />.913 <br />7 11 65.0 .05020 .It4 <br />.106 .0 <br />1715.4 <br />1215.4 .0 <br />.920 <br />1 37 <br />10.0 <br />5.0 <br />.00174 <br />14.)4 <br />• 11 71.0 .957)0 .Io) <br />.16) .0 <br />1101 i.l <br />1394.1 .0 <br />.lJs <br />/0.11 <br />9 )J 05.0 .0515! .1C7 <br />.101 .0 <br />7778.{ <br />1)]0.7 .0 <br />-975 <br />7 11 <br />10.0 <br />15.0 <br />.02971 <br />J7f .14 <br />DO Ji }S.0 .9Si 79 .1:7 <br />.711 .0 <br />1446.5 <br />144!.5 .0 <br />.975 <br />20.66 <br />I1 II 105.0 .06714 .104 <br />.)O, .0 <br />1611.4 <br />1643.1 .0 <br />.01)1 <br />) 3) <br />30.0 <br />]5.0 <br />.0 {1101 <br />4f 1.71 <br />11 11 Ill.{ 04786 .100 <br />.ILO .0 <br />1649.6 <br />3041.[ .0 <br />.93! <br />10.11 <br />13 II 125.0 .els:S .097 <br />.09E .0 <br />7670.6 <br />2070.6 .0 <br />.945 <br />t 11 <br />10.0 <br />3s.0 <br />.06,]0 <br />674.20 <br />14 3I I)S.0 .07104 .091 <br />..91 .0 <br />2451.} <br />2454.9 .0 <br />.936 <br />10.66 <br />S 111C.0 <br />4•..O <br />.Of 621 <br />70,.60 <br />.1"2. <br />10.0 <br />.26114 <br />10.66 <br />3.6E <br />IO.OB <br />000 <br />0 <br />6 31 19.0 <br />51.0 <br />.09516 <br />933.70 <br />v3TNSN <br />]O.0 <br />.1]161 <br />IO.4t <br />1.65 <br />.0.76 <br />.000 <br />0 <br />7 11 17.0 <br />61.0 <br />.06006 <br />1071.30 <br />WITHIN <br />40.0 <br />.11771 <br />10.{/ <br />1.74 <br />0.76 <br />.000 <br />0 <br />f 11 IC.0 <br />7S.0 <br />.09150 <br />1105.09 <br />WITHIN <br />SO.O <br />.70012 <br />10.70 <br />1.71 <br />0.70 <br />.000 <br />0 <br />9 31 10.0 <br />a5.: <br />.09713 <br />1269.94 <br />WITHIN <br />60.0 <br />.17957 <br />10.70 <br />1.}) <br />0.70 <br />.000 <br />0 <br />to 11 10.6 <br />95.0 <br />.041]4 <br />1)26.19 <br />WITHIN <br />70.0 <br />.13016 <br />10.10 <br />1.06 <br />0.66 <br />.000 <br />0 <br />11 li 16.4 <br />.0 S. <br />.0.)7S <br />3311.7) <br />WITHIN <br />60.0 <br />.13* <br />10.]0 <br />2.19 <br />0.66 <br />.000 <br />0 <br />12 11 10.0 <br />215.e <br />.07576 <br />1393.69 <br />WITHIN <br />,0.0 <br />:3 <br />.11)95 <br />11.92 <br />2.35 <br />0.68 <br />.000 <br />0 <br />1) 11 30.0 <br />121.0 <br />.061)4 <br />1415.01 <br />WITHIN <br />100.0 <br />.ISIS: <br />11.42 <br />2.51 <br />0.66 <br />.000 <br />0 <br />14 11 10.0 <br />135.0 <br />.05797 <br />1123.00 <br />WITHIN <br />130.0 <br />.25541 <br />11.62 <br />2.44 <br />0.66 <br />.000 <br />0 <br />IS 1 lO.0 <br />145.0 <br />.09:77 <br />1407.39 <br />0.64 <br />1 ...... OPTION <br />t ••• COMPUTC MOTION SN NEW St10tAYERS <br />26 1 10.0 <br />155.0 <br />.09111 <br />1402.30 <br />7.62 <br />EARTMQUARE - <br />•{tar-Ax.••t <br />17 1 10.0 <br />165.0 <br />.0!067 <br />I3:0.72 <br />SOIL DEPOSIT <br />F -rd 140'ta(..O's0I1.MCE.6.715•n <br />7.42 <br />LAYER <br />DEPTH <br />Mlt1, ACC. <br />tiHC <br />MEAN Sp FA. <br />16 1 30.0 <br />175.0 <br />.0657) <br />11)).14 <br />AK. RATIO <br />TH RAVED <br />).22 <br />FT <br />G <br />SEC <br />C/SEC <br />11110.0 <br />IBS.O <br />.074)1 <br />117].12 <br />QUIET %ONE <br />ACC. RECORD <br />1.11 <br />WITHIN <br />120.0 <br />.ISSS2 <br />71.17 <br />1.77 <br />20 1 10.0 <br />I}S.o <br />.06641 <br />1414.91 <br />.000 <br />0 ' <br />3.26 <br />WI HIN <br />130.0 <br />.11111 <br />11 JJ <br />2.10 <br />21 3 16.0 <br />701.0 <br />.06761 <br />1734.17 <br />.000 <br />0 <br />1.71 <br />WITHIN <br />140.0 <br />.14945 <br />11.41 <br />2.96 <br />12 1 10.0 <br />lls.o <br />.07574 <br />1642.00 <br />.000 <br />0 <br />1.24 <br />WITHIN <br />150.0 <br />.14403 <br />11.90 <br />).25 <br />'0000 <br />PEnIOD . 3.19 IRON A5'CRACE SHEAR VELOCITY = <br />776• <br />WITHIN <br />140.0 <br />.17501 <br />9.so <br />7.4s <br />.000 <br />0 <br />WITHIN <br />IT O <br />.147so <br />01.20 <br />4.10 <br />CREOVQ)CY AMPLITUDE <br />.000 <br />0 <br />ARIM72N AMrLIrICATICN • 8.36 <br />WITHIN <br />1.0.0 <br />.1.176 <br />9.16 <br />4.77 <br />OR FREQUENCY • .97 <br />C/SCC. <br />.000 <br />0 <br />PERIOD t 1.03 <br />ICC. <br />Wmill <br />190.0 <br />.12906 <br />9.10 <br />4.94 <br />.000 <br />0 <br />•••'• OPTION 6 ••• CONPUTE <br />MOTION IN NEW <br />SUL. YEAS <br />WITHIN <br />200.0 <br />.14641 <br />9.11 <br />$.:1 <br />.000 <br />0 <br />EAAMVARE .}tet-At.91t <br />WITHIN <br />210.0 <br />.15]:1 <br />9.14 <br />5.64 <br />SOIL DEPOSIT - r -td It0'r a/.10•seil. <br />NCE.6.7(S•n <br />.Got <br />0 <br />LAYERIN: <br />NAR. C. <br />TINE <br />HEAR Sp. FR. <br />OUTCR <br />230.0 <br />.11000 <br />9.11 <br />6.01 <br />.. •>T IO 'TN SAVED <br />.000 <br />0 <br />iT <br />G <br />SEC <br />C/SEC <br />ACC. ACCORD <br />I ...... OPTION <br />1 ••. COMPUTE <br />STRESS/STRAIN HISTORY <br />'H .0 <br />.1617! <br />10.64 <br />2,061) <br />0 <br />COMPOTE STAESS OR <br />STRAIN HISTORY <br />AT THE TOP Of <br />LAYER 1S <br />.IN t0 .0 <br />3435 <br />10.64 <br />1. <br />SCALE Pon PLAITING <br />.0000 <br />0 <br />IDENTIFICATION - <br />at 140 flat BCS <br />