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EARTHQUAKE - eerr67i2.96r <br />GR71MR1RRE <br />rell7.ser <br />090•.oil•MCE.6.71C-1 <br />.0000 SH [AR NODULUS <br />SOIL PROFILE . rer-d f2•seil-MCE.6.71Cori <br />O/Oe <br />•--- ITT) <br />-.. .___ <br />STRAIN <br />0000 ... <br />SOIL FAMILE - Fer-rd <br />/0•-f1-MCC•6.71C <br />erl <br />NEW <br />VALUES IN TIME DOMAIN <br />TOR <br />ITERATION NUMBER 0 <br />1 3 S.O <br />ITERATION NUMBER S <br />---- SUSAN MODULUS ...... <br />IrTI STRAIN NCA Us Er ERR(•R <br />... _.._. .... ....... .. <br />NM <br />USED <br />ERROR <br />... ...... .....0.106;.. <br />1 S.0 .9030. .541 .69t .0 <br />1065.4 <br />VALUES IN TINE DOMAIN <br />...... <br />.0 <br />1 IS.O .0]071 .096 .096 .0 <br />110.0 <br />710_0 <br />.0 <br />] 1 IS.G .Of Us 141 .11S .0 <br />606.1 <br />MO TYPO DEPTH UNIFAN. ._.. <br />DAMP:- <br />----> <br /><•_._ SNEAK <br />MODULUS <br />••---> <br />O/Co <br />♦F0.6 <br />1971 STRAIN NP: <br />... .... .... ....... ..... <br />USED <br />ERROR <br />NEW <br />USED <br />ERROR <br />RATIO <br />-_ <br />1 1 S.0 .0071) .061 <br />...... <br />.019 <br />0..000 <br />-l.f <br />3019.7 <br />-USED <br />1050.6 <br />...... <br />.t <br />.7t7 <br />^' <br />7 a 11.0 .03111 .Of9 <br />.Hoc <br />-i.i <br />699.9 <br />69).1 <br />].) <br />.191 <br />.161 <br />1 75.L .09666 .166 <br />.143 <br />.S <br />617.1 <br />617.0 <br />src <br />.05970 <br />.1)S <br />4 1 71.0 .91101 .116 <br />.136 <br />-.) <br />679.9 <br />676.) <br />3.71 <br />. 1 3 7S.0 <br />1 <br />.356 <br />S.10771 _ISI <br />.152 <br />.1 <br />497.4 <br />/f S.3 <br />-1.6 <br />,760 <br />.751 <br />6 1 S5.0 .11:91 .157 <br />..51 <br />.2 <br />662.1 <br />466.6 <br />2.67 <br />.178 <br />1 1 65.0 .06151 .179 <br />.111 <br />•,6 <br />996.9 <br />107.0 <br />1.0 <br />.IS) <br />.I4S <br />9 1 75.0 .0649! .144 <br />.163 <br />.4 <br />7)0.2 <br />743.6 <br />-1.0 <br />.399 <br />3 <br />7 D 10.0 4S.6 <br />.106SS <br />954.86 <br />7.96 <br />..... <br />DAMPING <br />EARTHQUAKE <br />r1117.1er <br />c40 <br />.1S403 <br />C/CO <br />1101.61 <br />7.96 <br />NEW <br />..... ...... <br />USED <br />......'i <br />SOIL PROFILE 1.1-ld <br />•soil -MC <br />C•6 .)Icer) <br />TAKEN <br />RATIO <br />FREOUENCT AMPLITUDE <br />-00701 .069 <br />ITEATION NUMRER 6 <br />.049 <br />MAK:" -,r:CATION • 4.31 <br />3065.4 <br />....... ...... <br />)045.) <br />,0 <br />FOR rRNQSNCT s 1.77 C:sEC. <br />2 1 13.0 <br />VALUES in TIME DOMAIN <br />PERIOD • .67 SEC. <br />.0 <br />7)0.0 <br />7D1.) <br />• OPTION 6 ••• COMPUTE NOTION IN NEN <br />•DEPCS <br />SUB:AYERS <br />NO TYPE DEPTH UNIFRM. ..... DAMPING <br />---•> <br />.---- SHEAR MODULUS <br />-----> <br />C/o. <br />IrTI STRAIN NEM <br />"1 _.._ _ _00,10 .. ..... <br />USED <br />ERROR <br />MEM <br />USED <br />ERROR <br />RA 10 <br />ACC. DTIC TH SAV[O <br />o <br />1 1 S.0 .00101 .010 <br />...... <br />.040 <br />0000__ <br />-.1 <br />0000.__ <br />3067.7 <br />';a.... <br />1059.7 <br />) <br />,719 <br />.156 <br />7 1 11.0 .070» .Of7 <br />.oar <br />-1.0 <br />to S.S <br />619.9 <br />3.0 <br />.500 <br />.093)1 .111 <br />.144 <br />.) <br />110.7 <br />417.5 <br />..6 <br />.Z:S <br />.05966 .770 <br />4 1 )S.6 .070)4 .116 <br />.))6 <br />-.D <br />437.7 <br />62f.f <br />.6 <br />.)31 <br />0 1 7S.0 <br />1 <br />S 1 4S.0.10410 .1St <br />.153 <br />.1 <br />IB).f <br />417.9 <br />-.T <br />.Is1 <br />.367 <br />,767 <br />6 1 5S.0 .I1717 .111 <br />.151 <br />.0 <br />462.4 <br />467.4 <br />.0 <br />.J4) <br />7 3 65.0 .06000 .129 <br />.129 <br />-.5 <br />903.S <br />196.1 <br />.7 <br />,361 <br />0 1 7S.0 .00471 .141 <br />.144 <br />.f <br />772.7 <br />770.7 <br />-1.0 <br />.294 <br />1 <br />EARTNQUANE - eerr0ll2.sel <br />SOIL PROrILE - rel -rd <br />10•so51•MCE•6.71Cer1 <br />ITERATION NUMBER 7 <br />VALUES IN TIME DOMAIN <br />NO TYPE DEPTH OMIPPM. ..... <br />DAMPING <br />---•> <br /><--.. SMEAR MODULUS <br />-----> <br />G/Ge <br />Jr-.) STRAIN NEN <br />... .... .... ....... <br />USED <br />EMOR <br />NE't <br />USED <br />ERROR <br />RATIO <br />..... ...... <br />7 1 S.d .01704 <br />...... <br />....... <br />1069.6 <br />....... <br />1067.2 <br />...... <br />..... <br />7 1 IS.O .11Ga1 .017 <br />.097 <br />-.4 <br />TOt.) <br />)DS.S <br />.4 <br />.SOf <br />.) 1 IS.O .06ISE .115 <br />.141 <br />.1 <br />900.7 <br />610.7 <br />-.4 <br />.216 <br />4 1 )5.0 .O49t7 .IIS <br />.I)6 <br />-.1 <br />636.1 <br />6)).7 <br />,S <br />.333 <br />S 1 45.0 .10170 .154 <br />.151 <br />.2 <br />442.3 <br />49).9 <br />•.3 <br />.2S4 <br />6 I IS.i .11776 .111 <br />.1S7 <br />.0 <br />067.6 <br />467.6 <br />.1 <br />.)4] <br />7 1 iS.O .06071 1 I <br />.129 <br />•.l <br />907.1 <br />103,5 <br />,S <br />.)61 <br />1 15.4 .:f 709 .I4S <br />a <br />.14S <br />.3 <br />716.1 <br />712.7 <br />•.7 <br />.793 <br />EARTHQUAKE - eerr67i2.96r <br />..... <br />Corr9112.-r <br />.0000 SH [AR NODULUS <br />SOIL PROFILE . rer-d f2•seil-MCE.6.71Cori <br />O/Oe <br />•--- ITT) <br />-.. .___ <br />STRAIN <br />0000 ... <br />ITMATIrNM NUMBER 1. <br />/0•-f1-MCC•6.71C <br />erl <br />NEW <br />VALUES IN TIME DOMAIN <br />TOR <br />ITERATION NUMBER 0 <br />1 3 S.O <br />NO TYPE Dr." A4IFPM. ..... DAMPING ..... <br />---- SUSAN MODULUS ...... <br />IrTI STRAIN NCA Us Er ERR(•R <br />... _.._. .... ....... .. <br />NM <br />USED <br />ERROR <br />... ...... .....0.106;.. <br />1 S.0 .9030. .541 .69t .0 <br />1065.4 <br />3065.4 <br />...... <br />.0 <br />1 IS.O .0]071 .096 .096 .0 <br />110.0 <br />710_0 <br />.0 <br />] 1 IS.G .Of Us 141 .11S .0 <br />606.1 <br />406.5 <br />-.1 <br />a 7 JS.O .96501 1)S <br />•--••> <br />G/CO <br />ITT) STAIN <br />.... .... ....... <br />S 1 01.0 .165.1 .ISO .I 36 .0 <br />♦F0.6 <br />400.7 <br />.SDR <br />6 1 $5.0 .117/7 1157 .157 .0 <br />467.7 <br />493.6 <br />,0 <br />7 1 65.0 .01 .126 .170 .0 <br />913.9 <br />911.) <br />.0 <br />4 I 7S.0 06fX69 <br />...... <br />.0 <br />.._.. <br />.167 <br />.1 <br />VALUES 1N TIME DOMAIN <br />.097 <br />•.7700.) <br />601.6 <br />LAYER TYPE THICKNESS DEPTH <br />MAE STRAIN <br />MAS STRESS <br />TIME <br />.IST <br />.161 <br />.1 <br />IT Fr <br />FRCMT <br />-.7 <br />Psr <br />src <br />.05970 <br />.1)S <br />-.l <br />1 1 10.0 5.0 <br />.01230 <br />,) <br />I31.0r <br />3.71 <br />. 1 3 7S.0 <br />1 <br />.356 <br />.1 <br />2 7 10.0 7S.0 <br />.OS304 <br />•.J <br />)76.59 <br />7197 <br />•347 <br />.]B1 <br />.751 <br />.0 <br />] 7 10.0 2S.0 <br />.35141 <br />.1 <br />615.77 <br />2.67 <br />.178 <br />-.} <br />4 3 10.0 )S.0 <br />7.60 <br />.37107 <br />) <br />776.60 <br />S 1 10.0 4S.0 <br />.30197 <br />.I4S <br />669.00 <br />J .tO <br />710.0 <br />-,4 <br />.219 <br />6 ) 15.0 SS.O <br />2.se <br />.19713 <br />913.93 <br />7 D 10.0 4S.6 <br />.106SS <br />954.86 <br />7.96 <br />..... <br />DAMPING <br />--..> <br />1 1 70.0 71.0 <br />.1S403 <br />C/CO <br />1101.61 <br />7.96 <br />NEW <br />..... ...... <br />USED <br />......'i <br />ERROR <br />PERJOD a ,79 IRO: AVERAGE SNGR VELOCITY • <br />412. <br />TAKEN <br />RATIO <br />FREOUENCT AMPLITUDE <br />-00701 .069 <br />.049 <br />MAK:" -,r:CATION • 4.31 <br />3065.4 <br />....... ...... <br />)045.) <br />,0 <br />FOR rRNQSNCT s 1.77 C:sEC. <br />2 1 13.0 <br />-0)026 .096 <br />PERIOD • .67 SEC. <br />.0 <br />7)0.0 <br />7D1.) <br />• OPTION 6 ••• COMPUTE NOTION IN NEN <br />•DEPCS <br />SUB:AYERS <br />) 1 IS.0 <br />.0163) .345 <br />7710VAKE - cerr111J.fer <br />.165 <br />IT fervud 9G'asil-MCE.6.71Cer1 <br />.509 <br />4 1 )S.0 <br />LAY[R DCPTH MAR. ACC <br />TIME <br />MEAN $Q. 6F. <br />ACC. DTIC TH SAV[O <br />641.0 <br />660.1 <br />.I <br />EARTHQUAKE - <br />..... <br />Corr9112.-r <br />.0000 SH [AR NODULUS <br />...... <br />O/Oe <br />•--- ITT) <br />-.. .___ <br />STRAIN <br />0000 ... <br />SOIL PROFILE - Fer..erd <br />/0•-f1-MCC•6.71C <br />erl <br />NEW <br />- <br />TOR <br />ITERATION NUMBER 0 <br />1 3 S.O <br />.00)02 <br />.016 <br />.000 <br />0 <br />---USN <br />VALUES IN TINE DOMAIN <br />_ <br />2 1 35.0 <br />.03075 <br />.096 <br />.096 <br />•.I <br />)Of .f <br />NO TYPE DEPTH UNIFRM. <br /><.._ <br />- DAMPING <br />-...> <br />...._ SHEAR MODULUS <br />•--••> <br />G/CO <br />ITT) STAIN <br />.... .... ....... <br />MEN <br />..... <br />USED <br />ERROR <br />.SDR <br />USED <br />ERROR <br />RATIO <br />I I S.0 .00707 <br />.061 <br />...... ...... <br />.066 <br />•./ <br />- -NLN <br />1061.7 <br />._.._.: <br />1016.6 <br />...... <br />.0 <br />.._.. <br />.167 <br />] 1 1S.0 .0)0)0 .090 <br />.134 <br />.097 <br />•.7700.) <br />601.6 <br />•.1 <br />.J <br />.507 <br />) 1 75.0 .01Sl6 .145 <br />.IST <br />.161 <br />.1 <br />607.7 <br />600.7 <br />-.7 <br />, <br />.791 <br />t 7 75.0 .06951 .1)S <br />.05970 <br />.1)S <br />-.l <br />{)0.1 <br />436.1 <br />,) <br />.J <br />s 1 45.0 .I 0510 .IS4 <br />. 1 3 7S.0 <br />1 <br />.356 <br />.1 <br />411.4 <br />607.7 <br />•.J <br />,315 <br />.2s4 <br />6 l 55.0 .11261 .ISI <br />•347 <br />.]B1 <br />.751 <br />.0 <br />16).7 <br />167.0 <br />.1 <br />,7{) <br />I 1 6S.O .OS997 .170 <br />.178 <br />-.} <br />910.4 <br />101.9, <br />) <br />. )4i <br />S 7 IS.O .09752 .146 <br />.I4S <br />.2 <br />71S.0 <br />710.0 <br />-,4 <br />.219 <br />1 <br />[ARTWQUAKC err6111 .99! <br />SOIL PROFILE - FerMerdc90--11-MCE.6.71Corl <br />ITERATION NVKSEA 9 <br />VALUES IN TIME DOMAIN <br />NO TYPE DE <br />PTH UNIrRM. <br />..... <br />DAMPING ----- <br />.0000 SH [AR NODULUS <br />...... <br />O/Oe <br />•--- ITT) <br />-.. .___ <br />STRAIN <br />0000 ... <br />NEW <br />..... <br />USED <br />...... <br />ERROR <br />...... <br />NEW <br />- <br />TOR <br />RA I* <br />1 3 S.O <br />.00)02 <br />.016 <br />.000 <br />0 <br />---USN <br />..._ <br />_ <br />2 1 35.0 <br />.03075 <br />.096 <br />.096 <br />•.I <br />)Of .f <br />709.6 <br />.060 <br />0 <br />1 IS.0 <br />.00607 <br />.las <br />.IAS <br />.1 <br />407.0 <br />637.7 <br />.1 <br />.SDR <br />a ) ]S.0 <br />.04927 <br />.las <br />.115 <br />-.I <br />610.1 <br />6997 <br />.000 <br />WITHIN <br />p <br />40.0 <br />S 1 15.0 <br />.30339 <br />.IS4 <br />.134 <br />.0 <br />461.0 <br />601.6 <br />•.1 <br />2.17 <br />6 1 SS.O <br />.11350 <br />.IST <br />-IST <br />.0 <br />467.6 <br />467 .7 <br />3 <br />.2U <br />24] <br />7 1 65.0 <br />.05970 <br />.l)1 <br />.126 <br />-.1 <br />777.) <br />110.6 <br />.J <br />3.96 <br />. 1 3 7S.0 <br />1 <br />.00796 <br />.716 <br />.146 <br />./ <br />717.1 <br />371.0 <br />••] <br />•347 <br />.]B1 <br />EARTHQUAKE <br />- <br />cerr4117.-i <br />206 <br />.000 <br />O <br />SOIL PRO►ILL <br />- Forwrd BO.0o11-MCE.6.71Cor1 <br />owca. <br />90.0 <br />.11000 <br />ITERATION NUMBER to <br />2.76 <br />.000 <br />0 <br />VALVES IN TIME DOMAIN <br />NO TYPE DEPTH <br />UNIFAM. <br />..... <br />DAMPING <br />--..> <br />..... SHE" MODULUS .....I <br />C/CO <br />-••- IrTI <br />-.. _•.- <br />STRAIN <br />----•.. <br />NEW <br />..... ...... <br />USED <br />......'i <br />ERROR <br />NEW <br />USED <br />TAKEN <br />RATIO <br />1 1 S.0 <br />-00701 .069 <br />.049 <br />.0 <br />3065.4 <br />....... ...... <br />)045.) <br />,0 <br />){} <br />2 1 13.0 <br />-0)026 .096 <br />.096 <br />.0 <br />7)0.0 <br />7D1.) <br />.0 <br />) 1 IS.0 <br />.0163) .345 <br />.165 <br />.509 <br />4 1 )S.0 <br />. <br />.069111]S•.1 <br />641.0 <br />660.1 <br />.I <br />5 1 4S.0 <br />.10534 .ISI <br />.156 <br />.0 <br />490.7 <br />491.0 <br />.0 <br />.])6 <br />6 1 55.0 <br />.31247 .357 <br />.157 <br />.0 <br />667.{ <br />661.{ <br />.0 <br />.25) <br />7 1 65.0 <br />.05966 .770 <br />.370 <br />•.1 <br />f3).) <br />912.) <br />.1 <br />.14♦ <br />0 1 7S.0 <br />1 <br />.00809 .146 <br />.146 <br />.1 <br />771.6 <br />737.9 <br />-.2 <br />.367 <br />,767 <br />FT <br />O <br />SCC <br />C/SEC <br />OUSET ZONE <br />ACC. RECORD <br />- <br />MITHIN <br />.0 <br />.31450 <br />3.27 <br />1.90 <br />.000 <br />0 <br />NITNIN <br />10..0 <br />.20011 <br />).22 <br />1.69 <br />.060 <br />0 <br />WITHIN <br />20.0 <br />.37591 <br />2.60 <br />1.61 <br />G/Ge <br />RAT 10 <br />.000 <br />WITHIN <br />0 <br />30.0 <br />.13S7S <br />2.f6 <br />1.66 <br />.762 <br />.000 <br />WITHIN <br />p <br />40.0 <br />2.96 <br />.Soe <br />.000 <br />D <br />.17527 <br />2.17 <br />.291 <br />WITHIN <br />SO.O <br />.19319 <br />2.10 <br />2,73 <br />.337 <br />0000 <br />•ISI <br />WITHIN <br />60,0 <br />.16403 <br />2.94 <br />3.96 <br />.240 <br />.000 <br />D <br />.)60 <br />WITHIN <br />70.0 <br />.260{7 <br />2.63 <br />2.67 <br />206 <br />.000 <br />O <br />owca. <br />90.0 <br />.11000 <br />7.60 <br />2.76 <br />.000 <br />0 <br />