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(11.n,na1 ic."t <br />CURVE NO.70 <br />IN <br />/Cw.R• <br />`STRAIN •••DANPING <br />fer.rerd landfall <br />.0002 <br />1-000 <br />.0007 <br />1.77 <br />140 [�e. et tofu s. ever 00 1010 el eel] erK MeroeA <br />.0010 <br />1.000 <br />,0010 <br />2.5: <br />-'PnoTTPt•0 IVVra is •nd Oebry. 1if I1 <br />.007: <br />.fH <br />.0011 <br />t.0] <br />:.at <br />atF Va. )Net borfr .nd Kersanjltn. 11171 <br />.0100 <br />.903 <br />.0100 <br />1.0000 <br />tef 4)e. unit w�obt•71 pct <br />.All{ <br />.fsf <br />.6316 <br />1.17 <br />%I.a Alrteq•: rr op. .lobe .venue <br />.1000 <br />.Itl <br />.1000 <br />11.11 <br />Nci .tilbwaka wpGitud., b.T <br />.3160 <br />.tif <br />.3160 <br />171:2 <br />o NCE. .d to .c.1. !-A ....l.rellen 10 0.190 <br />1.0000 <br />).1600 <br />.114 - <br />.130 <br />1.0000 <br />7.1600 <br />71.17 <br />Jf .l7 <br />.•...•.........•.............. 1111.. .........•. <br />-- A COMPUTER PROGRAM FOR FAR7f1OVAKE RESPONSE <br />ANALYSTS OF HORIIOr�ALLY LAYERED SITES <br />by: Per 0. Srh eb.l . John Lye,.r •- 1170 <br />ab.k.f S-----1•M-PC r.teien o1 SHARE- -•---------------- <br />by: <br />3.3. IMIITIrl L.I. J.nuary 1105 <br />• ................................................... . <br />s be k. PB Nw nodal 4)a c.ductMon cants tot clays ,deed• <br />• eel n0 r .eft. frm Sen a .l 111{81 <br />• by. J. I. Sen 6 Rein G.l.... kbi <br />' F.brutry 36, 1900 <br />______________________________________________________ <br />• S11AKE90/921 Adjust ]tet It et ellen: }nput n e/lAat <br />• Onus o . V.; VF to ]) .etetl•lreypes e <br />• be aP.c1fi.d by a up w 1 <br />0 L.y.r1 can <br />' be speelf led; eb)eel -tlen can Mee read An <br />' Ire aeP.r.t. Elle and can ]H.rt Va,r <br />aPt<111.e [orwatI 1 ff.l rnt Perl.d, far <br />' ..pone. eP.ct nl t•1tul.tl.ne; oPtlen. <br />.ne -4, and p•n.rtl els.-p <br />• by 3dr L•. a P. 011.1. <br />• <br />................................................. <br />........ 1991 <br />• SHAKC93 1 General cle.n0p and finalization .[ input/ <br />-t;:, (.twat ... ate <br />by; 1. N. Idrlaa - <br />• D.ctob.r 1991 • <br />NAR. NVNBCR OF TERMS IN !WIRIER TRANSFORM • 4096 <br />HCCCSSAAY LENGTH Or BWlR COMMON 1 • 11619 <br />I•••••• OPTION I ••• DEAD RELATION 111EEI SOIL PROPERTIES AND STRAIN <br />...................... <br />MATEA lAL TYPE NO.fI <br />CURVE NO. :1: ell M iE O/Ga.R CURVE - M.t...rle a KereLnjt,n 11 )f 01 <br />NRl•E NO. 77, III STC DAMPPING CVAVC M.t•e.rlr a Rer•renjian_ 119981 <br />Cn,.,E ...II CC <br />e.e.s..a•r•..•e. ...l..VRV......s••••. <br />bTRAto G'Ga.. STMtS DAMPING <br />_1_11_1_ _1111.. 1.111._. ........ <br />.006: 1.063 .00ol 1.17 <br />•RATEIIIAL•TYPL•NO S0•• <br />...................... / - <br />CURVE NO. 211: 30 fNUATION OF ROCK AVERAGE IG/Oe ter rock jle 7/2 <br />CURVE N0. 20 410 P1 NG IN ROCK AVLRACC 9/4 <br />NVC Rp0.39 <br />`a•G <br />••STM <br />CURVE NO.70 <br />IN <br />/Cw.R• <br />`STRAIN •••DANPING <br />.0001 <br />_______ <br />1.000 <br />_._... <br />.0003 <br />._...... <br />.40 <br />.0003 <br />7.000 <br />100{0 <br />.eo <br />.0010 <br />.900 <br />.0300 <br />LSO <br />.0010 <br />.)52 <br />.1006 <br />7.00 <br />.0300 <br />.900 <br />1.0000 <br />6.60 <br />.0200 <br />1070 <br />.0000 <br />.00 <br />.1000 <br />.71S <br />.0000 <br />.00 <br />1.0000 <br />.350 <br />.0000 <br />.00 <br />1111 .................. <br />•MRTEItIAL•TTPE•NO. 1 / <br />••4)• <br />246 .00041! .00075• -_000656 <br />CUM NO. <br />V/DVLtIs REDUCTION CURVE, It . 0 <br />l+ <br />CURVE NO. <br />2e <br />�t•�✓// <br />I NGs PI • 0 <br />VEA. <br />NRVC NO. 1 <br />NINC NO. <br />1 <br />STRAIN <br />C/o-. <br />STRAIN <br />DAMPING <br />.0001 <br />1.000 <br />-0003 <br />1.00 <br />.0003 <br />L 000 <br />.0002 <br />3.)0 <br />.Oolo <br />.970 <br />.0010 <br />1.90 <br />.o100 <br />.olU1002 <br />7.10 <br />.0 <br />.710 <br />.0 <br />1110 <br />.0716.Soo <br />650.0 <br />.031E <br />1.00 <br />. 1000 <br />.260 <br />.1000 <br />15.70 <br />.)160 <br />.100 <br />171 :0 <br />10.10 <br />1.0000 <br />1050 <br />1.0000 <br />2).70 <br />1.1:00 <br />.015 <br />).1600 <br />16.00 <br />1•••••• OPTION 2 ••• READ SOIL PROFILE <br />NM SOIL PROFILE NO. I <br />TDLNTIrICATION Folrard <br />140•r.t.00.6eu.NCE.6.71s,r <br />.075 <br />650.0 <br />• <br />• <br />• <br />'-._.-4cp Or LAYERS <br />7I <br />DEp:ll <br />TO SEDROCR <br />720.00 <br />f .0006 J7 -.007466-.0054SS <br />.003S69 <br />-.000097 <br />.006S4S <br />.007145 •.004917 <br />........ INPUT MOTION A3•AD.NOT ECHOED........... <br />NO. TYPE THICKNESS DEPTH <br />Tot. F7.ESS <br />MODULUS <br />DAMPING <br />UNIT HT. <br />SHEAR <br />246 .00041! .00075• -_000656 <br />.001161 <br />.001064 <br />.0071 74 <br />.007709 <br />.04)591 <br />VEA. <br />747 _00)65: 100]]5) .00)757 <br />.00103 6' <br />.00557• <br />.005631 <br />1001 1S4 <br />.004{f1 <br />t/ /!tl Iftl <br />IY.a!1 <br />Ike[1 <br />Ikcfl <br />Itpe] <br />744 .0075/0 .002147 .003199 <br />.00)111 <br />.00S338 <br />.00664) <br />.00)11) <br />.00t477 <br />1 • 11 30.06 5.00 <br />.)! <br />fl.. <br />..SO <br />.OTS <br />650.0 <br />249 .002ff7 .001501 .0017:) <br />.001:13 <br />.001011 <br />.001047-.00ili1 <br />•.0071{1 <br />-77 10.00 15.00 <br />.t1 <br />984. <br />.CIO <br />.07S <br />650.0 <br />250 -.003071 -.001109 -.001100 -.007031 <br />-.001174 •.00001 <br />-1004) <br />aha •.Ow <br />)T6 <br />1I 16.00 18.60 <br />.9t <br />If 91. <br />1050 <br />.075 <br />650.0 <br />, <br />d 11 10.60 74.4 <br />].OT <br />941.. <br />1050 <br />.0IS <br />610.0 <br />MARTIAN ACCELERATION • .50110 <br />5 11 10.25 15.00 <br />1.19 <br />914. <br />.050 <br />.07S <br />650.0 <br />AT TIME 7.74 SEC <br />6 11 10.00 f SS.GO <br />1111 <br />1061. <br />1050 <br />.075 <br />6)510 <br />THE VALU[S MILL OE MVLT IPLIED BY A FACTOR • <br />) ✓ <br />7 11 •6.OG 65.00 <br />1.4. <br />1771. <br />.050 <br />.OTS <br />750.0 <br />-00 <br />TO GSVE NEW MAKIMM ACCFI.EMTION <br />19000 <br />: II /•+SV I6 .00 T4. 00 <br />3.8) <br />3389. <br />.O So <br />.OTS <br />III <br />NCAN SQUARE FREpUDtCY • ).69 <br />C/SIX. <br />8 I1 ]00.00 05.00 <br />1.:0 <br />111). <br />.0010 <br />.071 <br />600.0 <br />MAX ACCELERATION • .31000 POR FRMUEW19S REMOVED ABOVE <br />25.00 <br />C/SEC. <br />SO I1 10.52 95.00 <br />1.17 <br />1560. <br />.010 <br />.OTS <br />070.0 <br />I•••••• OPTIONt ••• HE M1ORE <br />OBJECT MO[Io" IS CIVEN <br />11 17 30.05 ]05.00 <br />1..95 <br />1761. <br />1050 <br />.075 <br />:70.0 <br />OBJECT NOTION IN LAYER mmerit 27 <br />OUTCROPPING <br />11 It 10.00 311100 <br />1.07 <br />1971. <br />.050 <br />.075 <br />970.0 <br />' <br />11 11 30.00 175.00 <br />7.10 <br />1397. <br />.OSO <br />.OTS <br />DID.: <br />1•••••• OPTION S ••• OBTAIN STRAIN COMPATIBLE SOIL PROPERTIES <br />lb 1}T- 1CSL� 131100 <br />2.17 <br />356:. <br />1050 <br />.OTS <br />10050.0 <br />IN%1MAt NUIfHER OF ITtRAtI0N8 <br />. 31 <br />1S (lJ 10.00 115.00 <br />7.70 <br />)tel. <br />.050 <br />.775 <br />1000.0 <br />FACTOR FOR UNIFORM STRAIN IN TIME DOMAIN <br />a .57 <br />16 �''(( 10.00 155100 <br />7.71 <br />]067. <br />1050 <br />.IIS <br />1000.0 <br />17 1 O.00 .j I,S.00 <br />).fS <br />)st7. <br />1030 <br />.lis <br />1000.0 <br />EARTNDDARE - e. r•tep6. <br />R• <br />10375.00 <br />4.30 <br />.6:T. <br />.050 <br />.175 <br />1)00.0 <br />SOIL PAor2LE - Fory <br />tel 1. <br />MCC.$. 7 IS., <br />79 1 10.00 165.00 <br />S.10 <br />:61T. <br />.0050 <br />.175 <br />7100.0 <br />20 1 10.00 191.00 <br />5.03 <br />46+7. <br />1050 <br />.115 <br />1!00.0 <br />ITERATION NUMBER 1 <br />21 I 10.00 705.00 <br />6.16 <br />SS90. <br />.0so <br />.175 <br />1700.0 <br />22 1 10_00_ 215.00 <br />7.00 <br />SSIC. <br />.050 <br />.17S <br />1200.0 <br />VALUES IN TIME DOMAIN <br />2] RASE �/•9[ <br />)6)71. <br />1Ose <br />.I10 <br />3000.0 <br />W� <br />NO TYPE OEM i1N1F RN. .---- MNPING <br />---•> <br />..... SHEAR NODULUS •--••> <br />C/OO <br />PERIOD . .99 CHUN AVERAGE SHEAR VELOCITY <br />• 490. <br />1ITi STRAIN NEM VS ED <br />ERROR <br />NEN <br />USED <br />TRACH <br />MT IO <br />... .... .... ....... ..... ...... <br />1 11 5.0 .00)09 .OS) .O SO <br />11_1_1 <br />f.) <br />....... <br />110.6 <br />....... <br />)01.1 <br />...... <br />-1.1 <br />1111_ <br />7.000 <br />rRCOVEeCY AWILSTVDE <br />1 33 IS.O .0)016 .OT. .050 <br />)S.{ <br />ft).0 <br />11..1 <br />-1.3 <br />1.000 <br />MAXIMUM AMPLIFICATION • 14.)) <br />) 31 2S.0 .Ole]) .orf .GSO <br />4).t <br />944.4 <br />104.1 <br />-1.7 <br />2.000 <br />FOR rRvouency • 1.1) <br />CISCO. <br />4 11 )S.0 .03100 .CIS .OSO <br />47.: <br />11)1.3 <br />1.4.1 <br />-S.1 <br />1.000 <br />P CRIOD .61 <br />SCC. <br />S 11 45.0 -0:4]6 .301 1050 <br />10.6 <br />121.1 <br />tu.I <br />•4.: <br />3.000 <br />a al SS.O .Oa7tS .los .OSO <br />1110 <br />H:.7 <br />lou .1 <br />•1.: <br />Looe <br />1•••••• OPTION 7 ••• READ INPUT NOTION <br />7 11 65.0 .04)16 .100 .050' <br />50.2 <br />1220.1 <br />1)10.2 <br />-4.6 <br />1.000 <br />0 11 IS.0 .0444) .102 .DID <br />S0.7 <br />1)0•_9 <br />719!.0 <br />-6.1 <br />1.000 <br />FILE NAME AOR INPUT NOTION • <br />027.7 oq•.s.r <br />f 11 6S.0 .OIS41 .102 .OSO <br />Sj.O <br />1)12.0 <br />1410.7 <br />-1 <br />1.000 <br />N0. Or INPUT AC' POINTS . <br />7000 <br />110 21 93.0 .04103 .102 .050 <br />51.7 <br />7462.4 <br />IS46.1 <br />•7.1 <br />1.000 <br />NO. OF PGIATS VS® IN FFT a <br />4016 <br />Il 11 305.6 .06224 .Moo 1050 <br />60.0 <br />3656.0 <br />I761.0 <br />-6.S <br />1.000 <br />NO. or NEADINO LINES . <br />I <br />ll I1 115.0 .03!10 1016 Peso <br />4/.] <br />1061.) <br />1171.: <br />-5.7 <br />1.000 <br />No. Or Pot HTS PER LINE a <br />0 <br />1) 11 175.0.0)529 .097 .050 <br />46.5 <br />2003.) <br />1111.5 <br />-S.1 <br />7.000 <br />TIME STEP FOR INPUT' MOTION • <br />.0700 <br />14 1t Its.0 .07075 .009 .CSO <br />4).6 <br />2464.0 <br />SS4).t <br />-4.3 <br />1.000 <br />iOWUAT FOR Or TIME HISTORY a <br />1919.61 <br />1S 1 14S0 .020/S .Otl 1050 <br />7011 <br />7$51.1 <br />714).0 <br />-]1 .! <br />1.000 <br />1S 1 ISS..O .03063 .Ow .050 <br />)f .l <br />372).7 <br />70!7.0 <br />•1),0 <br />1.000 <br />I1 i IaS.O .01139 .031 .Oso <br />03.7 <br />24)0 J <br />)141.0 <br />-7l.4 <br />1.000 <br />E R <br />"•'• N E AID <br />70 I ITS.* .01014 .079 1050 <br />)6.5 <br />1790.1 <br />4697.1 <br />•4:.4 <br />1.000 <br />Ssietega A/ehs Ar.. 10 d.o�l <br />111 1 I0S.0 .Olt$, .000 .050 <br />)7.T <br />2735.7 <br />1617.2 <br />•70.5 <br />1.000 <br />'So.$ . JOOC pts 0 0.02 a <br />�Of <br />20 1 I,S.e .07011 .012 .050 <br />10.4 <br />1777.1 <br />1677.3 <br />-71.5 <br />1.000 <br />• FIRST a LAST S LINES /NPVT NOTION ••••• <br />21 1 IDS.. .0116! 100)6 1050 <br />71.5 <br />)70T,S <br />570.) <br />•{1.0 <br />1.000 <br />22 1 21S.0 .02.01 _011 .OSO <br />)lel <br />1760.7 <br />"1- <br />5510.1 <br />•t5.) <br />1.000 <br />00000)]1 •.001046 -.000115 <br />•.0011): •.000)0] <br />.000!)6 -.00015) <br />•.00I))t <br />1 <br />00)394 696 .061155 .007563 -.00/766 <br />-.0017)9 <br />-.004561 <br />-.00)9!6 <br />EARTNOVARE - <br />0002:1 .:CO3;!_.f : .,0026)5 <br />.006166 <br />.503500 <br />.006765 <br />.003859 .000{0: <br />SOIL PROFS LE - P.twrd 140' r.[. 60'401 <br />1.116Ea6.71Sat <br />• 0049:7 •.000791 • 005:11 <br />-.004C1: <br />.00-)764 <br />.003366 •.000510 <br />•.0011)0 <br />• <br />• <br />• <br />