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IfIM•Mi a..e.t <br />4 Nor <br />00 feet of ..11 wet bedrock <br />soil ►1,.0 :Vu..t(c M.d Debry. 19111 <br />.Lee hlotery: synthetic "'I - <br />MCC ..rthex k•-9.1ods: 7.9 <br />Por NCE. ..ad 11 ...1. rete •cal .... too t. 0.100 <br />..................................................... <br />•- SRARI •- A COMPUTER FROGRAM FOR GPMOVAKE RESPONSE <br />ANALYSIS OF HORIZONTALLY LAYERED SITES <br />-- ' ty: P_ h. Schn.bel S John Lyawer -- 1970 <br />•....................................................... <br />.M k.15 1NM•K vf ..1.. el SHARE <br />y: <br />• bS.S.Willi.) Li. Janu.ry 1905 <br />•__•........:........................................... . <br />•h•k.te Nev Mdul us r.d.ctl.. curve. for rl.yl 1dd.d• <br />u11Np reru]ts I,- Sun .1 .1 119601 <br />• by: J. <br />'r <br />Svn t R.wln Gelaserkhl <br />......ry 19. .... <br />SRAKEtt!9It Adlurt I•.t jter.tien: I.P., n v I. •Ith.r <br />• Go : er w.. V•; up to 11 <br />wsa arf o] typo• ... <br />• be aplritied by u4er: up co SO Lyers can <br />blep•el[id: obSezt nation can be road in <br />Iron ..spec... (1)...a can no. user <br />..:cit(•d teas.; C. J!.Ient . If op, ter <br />• reopen.. .p•ctral <•lcul.tlonaN epa lone <br />' MuwWNd: .114 9•....1 cl•.Nn.p <br />byt J. 1. Sun. 1. w. Idri.. A P. Dlrrlw <br />• Jun. 7990 • r.bru.ty 2791 <br />•...................................................... <br />/NKE. . <br />• s 91 s con., ele•nvp .nd tinall-Lon o[ Input/ <br />wtput torn.! etc <br />• by: 1. M. Idri.. <br />• ..ewer If 97 <br />........................................................... <br />'m. ARMSEA Or TERMS IN rOURIER TRANSFORM . 109. <br />NCCES SHAY LONGER Or $LAM[ COMMON I . Tsai# <br />I ...... OPTION I ••• READ RELATION BETWEEN SOIL PROPERTIES AND STRAIN <br />MATERIAL ri►E N0.10 <br />...................... <br />CURT NO. 11]0: <br />l: <br />910 ATTENUATION OP ROCK AVERAGE IG/Qs for rock Ile 7/1 <br />cUnT No. <br />: <br />010 DAMPING is ROCK AVERAGE 9/4 <br />CURVE no. 39 <br />NRVE N0.20 <br />STRAIN <br />clOn- <br />STRAIN DAMPING - <br />........ <br />.001E <br />....... <br />:.000 <br />._..._.. ........ <br />.0007 .t0 <br />.BOOS <br />1.000 <br />.4010 .SO <br />.00:G <br />,909 <br />.0 140 1.14 <br />NO. or INPUT ACC. POINTS . 7760 <br />MO. OF PoTHIS USD IN rrT • 4C96 <br />NO. 4F MEAD/N: LINES . 2 <br />NO. of Po <br />INTS PER LINE • t <br />TIME STEP FOR INPUT MOTION . .0700 <br />FORMAT POR OF TIME HISTORY . 16[9.41 <br />••••• N E A D E A <br />Seed .nd la"', 117781 11 0.75 Co. <br />0 670 . 3160 pts. 0 0.07 <br />•• FIRS. 6 LAST S LINES OF JIM UOTIOM ••••• <br />1 .062161 .07770! .074§30 .075073 .062602 .OS22$2 .CSIISI .0649SS <br />7 .0)7527 .0,7S7o .92)i16 .077§45 .02,647 .031723 .03)170 .007507 <br />J .001427 -.omen -.0713§0-.o)1,ITi -. 1cele-.Otloe4 •.0.)670 •.07)031 <br />t -.01111] •.NI116 -.300396 •.002272 ..o62a17 -.011014 -.017026 •_011209 <br />S -.017027 -.03"43 •.023447 •.029662 -.Mesa -.030"0 -.0391!8 -.076761 <br />........ INPUT MOTION READ NOT ECHOED* <br />..._...... <br />e6G -.0)1161 -.009146 -.002731 .00)973 .052467 .0550 .060506 .0.7.30 <br />eG7 .06791% .94S904 .64775: .Oaaf .070677 .011177 .010666 .0.5071 <br />460 .060721 .DS71,Sf .054101 .011.1: .0.9411 .047036 .071121 .079306 <br />461 .014139 .010§56 -.00 ISO -.034119 -.030046 -.034114 •.076407 •.077017 <br />470 •.0)4063 •.0792)7 ..010126 .001681 .002426 .0034sS .000067 -.002264 <br />MhAINt" ACCELERATION • .60000 <br />AT TIRE > 71.17 SEC <br />ME VALUES WILL bE MULTIPLIto DY A FACTOR . .167 <br />TO GIVE NCI MAXIMUM ACCELERA?ION a .10000 <br />MEAN SOUAR[ rREQUCNCT • 1.17 C/SDC. <br />NAR ACCELCRATION . .10000 TOP rREQUENCI ES REMOVED ABOVE 2S.00 C/SLY. <br />1•••••• OPTION 4 ••• READ MIRE OBJEf7 NOffoN IS Glv <br />ON[GT MOTION IN UttR Rp <br />NapMR f CUTcpCvrZ- <br />i•••••• OPt1OR S ••• OBTAIN STRAIN COPATIBI.E SOIL PROPERTIES <br />MAI(IM IN NUNEER O► IT;ATIORS • 11 <br />FACTOR FOP UNIFOEI STRAIN IN TIME DOMAIN a .69 <br />SAATNQUAKE MO9p•s•i <br />SOIL PROFILE - Fotvard 10.6611-R7:ES1.51SAI <br />.ITENTIOM RIMIER t <br />l: <br />:1 MODULUS REDUCTION CURVE: OI . 0 <br />VALUES IN TMC DOMAIN <br />2: <br />11 DAMPING: PI . <br />NO TYPE DEPTH UNIfRM. ...-_ <br />DAMPING <br />NO. ....... <br />,m STRAIM NISI <br />... .... .... <br />USED <br />ERROR <br />....... ..... <br />1 1 11.0 .00.71 .017 <br />...... ...... <br />.BSO <br />S. <br />2 1 35.0 .01709 .000 <br />.BSO <br />77.♦ <br />3 1 75.0 .0)704 .097 <br />.P SO <br />40.6 <br />1 )S.0 .Oleo. .Of$ <br />.osa <br />41.I <br />1 45.0 .03311 .101 <br />.BSO <br />s0.7 <br />1 SS.O .01613 .I05 <br />.Oso <br />S2.2 <br />i SS.O .07001 075 <br />.094 <br />.as 9 <br />47.3 <br />_ .--0 1 7S.0 .02059 . <br />3 <br />.0so <br />47.0 <br />.0070 .f Sl .3000 7.00 <br />.01 PO .700 ).0000 4.60 <br />.0700 .010 .0000 .00 <br />.7000 .775 .0000 .00 <br />1.0000 .1150 .0000 .00 <br />MRTRTAL'TYPE•NO..) <br />CURVE NO. <br />l: <br />:1 MODULUS REDUCTION CURVE: OI . 0 <br />CURVE NO. <br />2: <br />11 DAMPING: PI . <br />0 <br />azt7IRVEiSTRAIN6 <br />NO. ....... <br />URV <br />CE NO. 7 <br />00.00 <br />GNGa.r <br />....... <br />STRAIN <br />DAMPING........ <br />.0001 <br />1.000 <br />--- ..... <br />.0003 <br />........ <br />1.00 <br />.0003 <br />1.000 <br />.0007 <br />1.20 <br />.0010 <br />.770 <br />.0010 <br />1.10 <br />.0012 <br />.010 <br />.0022 <br />).10 <br />.0 100 <br />. 7.0 <br />.0100 <br />$.So <br />.0216 <br />.Soo <br />.0116 <br />5.10 <br />.1000 <br />.260 <br />.1000 <br />15.20 <br />.7110 <br />.100 <br />.)160 <br />70.70 <br />1.0000 <br />_OSO <br />1.0000 <br />71.70 <br />3.)100 <br />.OIS <br />3.1600 <br />76.00 <br />3•••••' OPTION 3 ••• READ SOIL PROFILE <br />NO1 SOIL PROFILE <br />M. <br />I <br />IDENTIFICATION F•T.•rd <br />60•.661-MCL.1.lISA1 <br />MRaCR OF LAYL'Rf <br />SOIL PROFILE - F.rw•rd <br />9 <br />OEPM <br />TO :[DHOCK <br />00.00 <br />Mo. <br />VE. <br />TYPE THICKNESS <br />DEPTH <br />Tot. PRESS. <br />wwVLUS DAMPING <br />DNI? Mr. <br />SNGR <br />NEM <br />VALUES IM TIME DOMAIN <br />Intl <br />ftt) <br />Ik.tl <br />)k•tl <br />RATIO <br />Ikstl <br />"PI, <br />D <br />1 <br />10.00 <br />5.00 <br />.6] <br />379:. <br />.0110 <br />.175 <br />700.0 <br />3 <br />f <br />]0.00 <br />)5.00 <br />1.117 <br />i)).. <br />.0110 <br />.)is <br />]00.0 <br />3 <br />1 <br />10.00 <br />2S.00 <br />2.11 <br />1106. <br />.BSO <br />.IIS <br />100.0 <br />• <br />l <br />30.00 <br />311. 00 <br />1.63 <br />2170). <br />.os0 <br />.1711 <br />700.0 <br />S <br />2 <br />10.00 <br />45.00 <br />1.04 <br />21:01,. <br />.BSO <br />.IIS - <br />700.0 <br />6 <br />1 <br />10.00 <br />SS.00 <br />4.07 <br />21!03. <br />,BSO <br />.175 <br />700.0 <br />7 <br />3 <br />10.00 <br />65.00 <br />1,.f: <br />7100. <br />.030 <br />.175 <br />600.0 <br />e <br />I <br />10.00 <br />TS.00 <br />5.12 <br />2407. <br />.DSO <br />.lis <br />600.0 <br />: <br />BASE <br />.05110 <br />SOIL PROFILE - PeNard <br />06•.111-MCE.7.91SR1 <br />]67)S. <br />.0$0 <br />.120 <br />3000.0 <br />PERF . .47 rRO1 AVERAGE SNGR va7ociri . $01 <br />FRLOUEMCYAMPLITUDE <br />MAXIMUM AMPLI rICATION + 21.27 <br />I'" rREOVENCY . 1.26 C/SEC. <br />PERIOD + .4 SEC. <br />1•••••• OPTION 1 ••• READ INPUT MOTION <br />FILE NAME FOR INPUT MOTION . .rya.V.a•r <br />CMTMNNAKE - <br />w•p0 p...r <br />6, C. <br />NO TYPE DEPTH <br />UNIrRIt. <br />----- <br />SOIL PROFILE - F.rw•rd <br />80••o31•MCE.7.91SA1 <br />----- SNGR MODULUS <br />•••••. <br />O/GP <br />NEN <br />..._... <br />ITERATION NVMBEA 2 <br />ERROR <br />...... <br />RATIO <br />..... <br />--- -.-. <br />1f T1 <br />STRAIN <br />NEM <br />VALUES IM TIME DOMAIN <br />ERROR <br />Nes/ <br />USED <br />ERROR <br />RATIO <br />3068.6 <br />NO TYPE OrFYM VNIFAM. ._... DAMPING <br />....> <br />....- SNGR <br />MODULO <br />...... <br />Oleo <br />IrTI STRAIN NEI) <br />... .... .... ....... ..... <br />USED <br />...... <br />[MOA <br />NEW <br />USED <br />ERROR <br />MT 10 <br />1 1 S.0 .00S f9 .044 <br />.017 <br />. <br />-:6 <br />-6.7 <br />... .... <br />107 1.f <br />....... <br />IOe9.. <br />...... <br />7.7 <br />.. ... <br />.765 <br />T I 1S.0 .07700 .OBI <br />.OBE <br />:.9 <br />004.0 <br />776.7 <br />1.0 <br />3 1 25.0 .07879 .lot <br />.097 <br />9.6 <br />619.1 <br />707.) <br />-10.1 <br />.119) <br />4 / )11.0 .03407 .107 <br />.09s <br />6.7 <br />921.2 <br />981.{ <br />-{.S <br />.SSG <br />S I 45.0 .04027 .la <br />.101 <br />0.1 <br />ISS.O <br />929.7 <br />•6.7 <br />.1,a <br />6 1 $5.0 .01671 .its <br />.I Os <br />9.] <br />107.6 <br />a1.e <br />-11.1 <br />.170 <br />7 1 $3.0 .03439 .102 <br />.►!5 <br />1.) <br />119 e.t <br />IT 11.7 <br />•7.1 <br />.517 <br />9 1 7:.c .0368) .Kos <br />a <br />.094 <br />10.4 <br />43]7.1 <br />U:7.7 <br />-10.) <br />.Sit <br />z%R?uQUARE - w•o0e0•.•r <br />1:07.3 <br />-137.6 <br />1.000 <br />6 l <br />:5.0 <br />.05110 <br />SOIL PROFILE - PeNard <br />06•.111-MCE.7.91SR1 <br />11.1 <br />7S/.) <br />172.5 <br />•1.4 <br />ITERATION NUM:ER ) <br />320).7 <br />J/11.5 <br />-93.5 <br />1.000 <br />T 1 <br />eS.e <br />VALUES IN TIME DOMAIN <br />.106 <br />.los <br />3.0 <br />11111.1, <br />1367.7 <br />•1 <br />NO TYPE DEPTH VNIrRM. ..... <br />DAMPING <br />-•--> <br />.---- SHE" MODVLVS <br />.....I <br />G/GO <br />1171 STRAIN NEW <br />... .... .... ....... <br />USED[RAOR <br />NEW <br />USED <br />EMO. <br />RATIO <br />..... <br />1 1 11.0 .Doss$ .043 <br />...... ...... <br />.044 <br />-3.7 <br />....... <br />1117.E <br />....... <br />1017.1 <br />...... <br />1.1 <br />..... <br />.)1,6 <br />Z I 15.0 .0x)59 .014 <br />.0.a <br />791.1 <br />I A }1.0 .0.0)8 .109 <br />.106 <br />1.1 <br />121.1 <br />7)9.1 <br />.1.f <br />..S) <br />t 1 IS.o .67421 .at <br />.167 <br />.3 <br />930.9 <br />921.2 <br />•.) <br />.491 <br />S 1 41.0 .042tS .117 <br />.109 <br />1.6 <br />1)0.4 <br />:IS.O <br />- -7.0 <br />..1,9 <br />t 1 SS. O .04959 .119 <br />.115 <br />3.2 <br />77,.5 <br />:O4.e <br />•4.2 <br />.477 <br />7 I 61.0 .036:3 .IQ$ <br />.102 <br />7.7 <br />1117.2 <br />11)0.4 <br />-2.7 <br />.462 <br />0 i 7S.0 .04029 .109 <br />.IOS <br />).e <br />1116.6 <br />1163.1 <br />•4.2 <br />.460 <br />GRTHOI/AKE - .•ps.9-1 <br />ROIL PROFILE - Forward 00.1.11-NCE.7.91SA1 <br />- <br />ITERATION NUMBER 4 <br />VALUES IN TIRE DOMAIN <br />`-•-- SMFAA MOOVLUS <br />-----> <br />6, C. <br />NO TYPE DEPTH <br />UNIrRIt. <br />----- <br />DAMPING <br />•-•-> <br />----- SNGR MODULUS <br />•••••. <br />O/GP <br />NEN <br />..._... <br />USED <br />.---• .. <br />ERROR <br />...... <br />RATIO <br />..... <br />--- -.-. <br />1f T1 <br />STRAIN <br />NEM <br />USED <br />ERROR <br />Nes/ <br />USED <br />ERROR <br />RATIO <br />3068.6 <br />3)OT.S <br />•)0.9 <br />1.000 <br />1 I <br />---- <br />$.0 <br />....... <br />.OQS74 <br />..... '.... <br />.042 <br />....._ <br />.04) <br />-1.9 <br />__..._. <br />IIJI .S <br />__..... <br />1117.E <br />...... <br />.7 <br />_._.. <br />.19E <br />N1f.1 <br />IIf7.S <br />•70.6 <br />1.000 <br />J 1 <br />71.0 <br />.0207) <br />.043 <br />.004 <br />•1 .1 <br />004.0 <br />776.7 <br />1.0 <br />TBI.)7.5 <br />-f t.l <br />1.000 <br />) I <br />JS.O <br />.0601! <br />.108 <br />.107 <br />-.3 <br />6x0.0 <br />177.0 <br />.! <br />.STB <br />.119 <br />987.6 <br />IfoL i <br />-93.0 <br />1.000 <br />/ 1 <br />)S.0 <br />.0)376 <br />.101 <br />.107 <br />-.7 <br />976.6 <br />111.7 <br />.{ <br />829.7 <br />1107.7 <br />-306.6 <br />1.000 <br />S 1 <br />46.0 <br />.04604 <br />.Ila <br />.312 <br />1.7 <br />111.2 <br />830.4 <br />-lot <br />.467 <br />37 <br />est .e <br />1:07.3 <br />-137.6 <br />1.000 <br />6 l <br />:5.0 <br />.05110 <br />.371 <br />.Elf <br />11.1 <br />7S/.) <br />172.5 <br />•1.4 <br />.t <br />320).7 <br />J/11.5 <br />-93.5 <br />1.000 <br />T 1 <br />eS.e <br />.07771 <br />.106 <br />.los <br />3.0 <br />11111.1, <br />1367.7 <br />•1 <br />.406 <br />2207.1 <br />74 N .5 <br />-f 7.8 <br />1.006 <br />1 3 <br />I <br />7S.0 <br />.06179 <br />.323 <br />.109 <br />1.6 <br />1091.4 <br />1316.6 <br />.0 <br />•1.7 <br />.616 <br />.447 <br />C <br />C <br />