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fll !nese: .N76W�._11111 11 tetv.rd I to tee. e( roll 6+611 bdreek ooil Ft.* IVuc.tit -4 Doan•. 17911 Ulna ki..erye • r•tat. •len• • .nue MCI ••r t 1.01.1• s•Onitudez 6.7 r Far MCI. need to •rel. rock .... I .... I.. to 0.190 .................................................... d1UKE A COMPUTER PROCRRM fOF C3UITNWAKC FfSPONSE ANALYSIS Or HORIZONTALLY LAYERED SIT _ES by. For a. ScAn•bel a 1.h. Ly.... -• 1970 •....................................................... . aM Le FS IRM -6'C verai en et SHARE by: S.S.lNiil{.1 L. J•nu•ry /fes ••__•........------- .......... ..... ........ ............. . •b..•!6 N•.. nedulua tedueMfen c • ler c).ya 611.1• ' v1•q r aul 6'r fta Sw a 11.1 I1f 001 by: J. 1. Sun a R.min Gol.•otkA1 • f.br1•ry 26, 1902 • 6MJ1RE.10/fl: Ad)usa 1••< Si er •[len: Inpet nor 1. eS [bet OR.K or Rea Va: up to I) a4terlsl typea can • b. spfclfied by user: up to SO Layers Co. ' b. rP.m.d; eblect Mwti en ten be reed in • ftow • •.P.r.t. file •Ad ... hw Y•er ' .Peeif/ed t.rw•t; Dltferent period. for tel pone e0.ctr.1 nieul.tl eneN ep,l... • enve:ber •d: •M Oen•r•1 eIe•map ' by U. 7, Ern. 2. N. Idra•• • ►. O3 rtJw • June 11, 90 r•brY•ry 1171 • SNAR[ft Gn 1 ela.nup .,d fln.11t.tion of input/ out pet t. -t . . at. by • : I. M. 1411.. Dec-., 1991 a..•....................................................... MAK. MJNBCR Oi TERMS IN FOUR] [R TRANSFORM . 1016 NECESSARY LENGTH or IN fO01ON 2 s IS(If )•••••• OPTION 1 ••• READ RELATION REMEEN SOIL PROPERTIES AND STRAIN ...................... .... ).L TYPE N410 ................. CARVE NO. lfx 710 ATTENUATION Or ROCK AV[RACE 1G/Ce (or rock Ila 711 CURVE 110. 20z •10 DAMPING IN ROCK AVERAGE 1/4 [VRV[ MC.1f CURVE NO.JO ss•a•aa•.. s.•..••.• as•s•s.•.s•..s.•s. STRAIN G10.a STRAIN DAN ING .0003 1.000 .0001 .40 .O OC) I.00t .lot* .1,0 . at is .1,f! .O:OC 1.SO NO, Or INPUT ACC. PO77rTS • *.,:CN0. Or pc:ATS 7)ID IN rrT • 6096 NO. of HEADING LINES . I NO. Or POINTS PEO _INE • 1 TIME STET r" SXPVT ""]low • .*to0 FORMAT r05 IF TIME NISTORY . 16!9.61 •'••• N E A O E R S•r •tops - AI OA• Are. 10 1.0.1 25G•6 • 7000 ptl • C.07 t •• iI RST a UST S LI MES•or INPUT NOTIM ••••• .000375 •.Oc10.E •.000311, •.001110 -.000302 .000936 ..000Js)-.001)T1 22 •.001)!6 .,*0[706 .001)68 .00300) •.0017:6 -.0057!8 -.004564 -.001816 7 -.000;7. .,00)!77 •,007473 .0011 66' .00:300 .006765 .004/S1, .000104 6-.00Sf12 -.00!781 -.000711 -.00401] .001564 .001)46 -.000510 70 S .000631 •.St7466 •.00SISO .001468 •.000097 .006515 .G01)IS -.000777 INTUT NOTION ROAD NOT CCNOCO......... .. 544 .000410 .900356 -.000GS4 .001143 .00166: .00)97. .00)709 .00)774 517 .00)6SI .00)1S) .00)117 .004136 .00SS7B .005614 .00655! .006656 246 .00)S.4 .007..: .00]979 ..O"" .005))0 .001607 .007157 317 .001777 .:01501 7U TooINS .007777 .0010.7-.00i1S1 -.003661 350 71 •.OG 1109 •.001110 •.0010)8 •.001174 -.00002. ..001 666 -.0037)6 MAXIMUM ACCELERATION • .50418 AT TINE 7.34 SEC 771E VALUCS HILL BE MULTIPLIED BY A FACTOR . .377 To GIVE NEW MAXIMUM ACCCLERAT:ON • .18000 MEAN SOUARE FREQUENCY . 1.60 C/SCC. MAX ACCELERATI am a .11609 FOR rREQUENCICS REMOVED ABOVE 35.00 C/SEG. OP 1 •••••• TION t ••• 0"0 HMCRE OBUECT MOTION IS GSVEM OBJ LCT MOT30N Ip "FIR NAOER 8 OVTCOOpPINO 3 ••'••• OPTION 5 ••• ORTAIN STRAIN CGMPATtbLC SOIL PROPERTtu MAXIMUM NUMBER BER Or ITERATIONS . 11 FACTOR FOR UNIFORM STRAIN IN TTMt DOMAIN . .S7 EARTHQUAKE aor... ..•r SOIL PROFILE • ferverd 10•8oil-NCt.6.7JS r1 ITERATION NUMBER I VALVES IN TIME Danatil NC TYPE DEPTH tM1rRM. T.... OAK►INC ..... a.._. SMEAR MOOILUS ...... 0/Go -•-• IrTt STRAIN MEN USED ERROR •. NEW -••USED ERROR RATIO ... ....... ..... ...... ...... __._._ _._.. 1 7 S.0 .00611 ,046 .oso -1,.7 1065.7 1)1,7.1, •Je.7 1.000 l 15.0 .Oilf: .07f .USO )ITS 946.9 1397,1 •65.0 1.000 1 2S.G .41544 .090 .050 11.. 154.0 1).17..5 -95.) 1.000 .012:4 .065 .ESO 11.1 1077.0 1802.7 -77.1 1.000 .S.* .01476 .Off .OSO 41.0 10)5.5 11a 2.2 -07.7 1.000 SS.O .0:956 .Of4 .OSB 16.5 816.0 1707.7 -fJ.f 1.000 65.0 .G751S .O9f .050 441 7)45.7 240X.5 •04.6 100 7S.0 .67613 .ofi .OSB 46.0 1116.! 2104.5 .:;.0 :BOB1. .0700 .)00 1.0000 ..[0 .0]00 .030 .0000 .00 .7000 .71E .0000 .00 1.6600 .550 ,0006 ,00 ................. •.... 14ttRIA1•TYfE•N0-•. •• CVRVE NO. 1z 01 MODULUS REDUCTION CURVE: PI e 0 CURVE NO. 2: •1 DAMPINGS PI s 0 1 N0. 1 CURVE NO. 2 ....••....•.......• .•..•a............ -•STRAIN GILL.. tTRA2N DAMPING __ .-.-___ _____ ________ .0001 1.000 .0001 1.04 .0007 1.000 .000) 1.70 .0010 .970 .0010 .0032 .040 .00)2 )Jo .0100.720 .0100 5.10 .0336 .500 .0316 9.60 .1000 .260 .1000 15.20 .7360 .700 ,)160 20.20 1.0000 .USO 1.000: 22).70 3.1600 .OIS ).1600 26.00 3•••••- ORTON ] ••• READ SOIL fROr346 NEN SOIL PROFILE NO. 1 fOENTIFICATION ForV•rd .0••.11-MCE.6. 711661 NUMBER Of LAYERS f DEPTH TO BEDROCK 60.00 NO. TYPE THICKNESS OEM Tot. PRESS. MODULUS DAMPING UNIT M. SMEAR VE. Oft) ttt) Ikotl Ik.fl Ikefl Itpr1 1 l 10.00 5.00 .62 1)79. .050 .)7S 60c o J 1 10.00 Is. 00 1.56 l)ft. .:50 .171 600.0 J 1 10.00 25.00 2,19 171,6. .0$0 .125 too.* 1 1 10.00 76.00 2.61 If01. .050 .115 700.0 S 1 10.00 61.00 3,44 1901. .USO .121 754.0 6 1 30,00 SS -00 4.97 1107. .oso .IIS 7aC .0 7 1 10.00 65.00 4.69 2604. .OSO .775 104.0 9 I 10.00 71.00 S.72 2404. .oso 37s :Oc.O f BASE 76371. .050 .:to )000.0 PCRIOD • .47 FROM AVERAGE SHEAR VELOCITY • 400. FRDOVENCY AMPLITUDE MAXIMUM AMPLIFICATION a 1)22 FOR fR10UENCY • 2..29 C/SEH. PERIOD a .1,4 SIX. 7 ...... OPTION ) ••• READ INPUT NOTION FILE NAME roR INPUT NOTION . .... t ...... r CRATMpVAK[ a•t•ee0..••r SOIL PROFILE - ierv•rd e0•.o 11-MCE.6.ltS.rt ITERATION NUMBER 2 VALUES IN TIME DOMAIN NO TYPE OEM UNIFRM. . --- --- ---- trTJ STRAIN NEt ---- 1 1 ------- ---'- S.0 .001]4 .OST 2 I 1S.. .oIaS7 .096 I 1 33.0 .0.:7) .116 6 1 ]S.0 ,04.77 .111 S 1 45.0 .OSS SS .126 6 1 SS_a .0677) .136 7 1 65.0 .OSSJ0 .]it 0 I 7S.0 .06137 .12294 S N6.f DAMPING ....I ..... SHEAR MODULUS ...... DID. USED ..... ERROR MEN USED EM OA RATIO .046 ........ 70.6 IBIZA ..... too$.? ._:... S.t ._... .777 .076 20.1 775.7 N6.f -it.l .fob .090 24.0 112.7 716.0 •11.1 S.0 .UOS 15.5 07 6'.f 107).0 •)1.4 .Sf4 .OH 29.6 727.6' 30JS.S •U.) .S 4 .Oft 2f.S S4f.o '16.0 •11.1 .51/ .096 27.1 755.5 1)15.1 .11., .Sit .01. 27.0 900.4 1715.9 •U.2 .SIt ERTHQUAKC ..r•....•.. Soft PROFILE - Por and 90•..11-MC[.6.7 IsarI ITERATION NUMBER 3 VALUES IN TIME DOMAIN NO TYPE DEPTH VMTFRM. ... DAMPING .---. irt) STRAIN NEW USED CAROM ... .... .... ...-- " -- "- -- --- '__... 3 I S.0 .00607 .050 .Osl -3.1 J 1 S.O .0320• .100 .off t.] 7 1 2S.0 .06776 .156 4 1 35.0 .05242 .122 .114 '6.t S I 4S.0.04110 125 .124 9.0 6 I SS.O .04748 .746 134 0.2 . 7 1 65.0 .04324 .131 .114 4:0 a 1 75.0 .06950 .134 .131 4.0 1 +- - SHEAR MODULUS ...... ONO. NEW ....... USED ERROR RATIO 1017.2 ....... IUI.) ...... ..... .7)9 117.) 713.) ,1 -1. 7. .517 51).5 $72.) •11.7 .429 710.1 :u.6 -e.e .429 OI..S 7]7.6 •14.) 191 147.7 N1, 0 -72.5 .)11 0q.2 1,i).) -:.0 JH 041.• 709.4 -7.: .367 CARTNOUAKC - r. tepe.••r SOIL PROPILE - Porv•rd Oo••ell-N6' E•6.715art ITEATION, NUMBER 4 VALUES IN TIME DOMAIN NO TYPE DEPTH UMSrm. .---• DAMPING -- irTl STRAIN NIN USED ERAGR .._ T. __.. ..... ------ 1 1 5.0 .00711 .049 .050 -).. 2 1 11.0 .0)216 ,O/) .200 •1.0 ) I IS.0 .06206 .130 .126 1.7 4 1 )S.0 .OS469 .324 .122 1.6 S 1 4S.0 .07S70 .137 .1)S 1.5 6 1 $5.0 .01706 .151 .146 ).7 7 1 6S.0 .06216 .130 .131 •1 6 1 7S.0 .06661 .137 .l)4 •1..0 l •--•- SMEAR MODULUS ...... GIGO NCMUSED ERROR RA to ....... 195).7 ...... 3031.7 _. i.S -.... .74) 67).6 6.17,7 .: .U3 197.2 Sl7.f -1.t .717 7)3.7 )SOTS -7.3 607.0 1.6.1 5.1.7 .}1,b /9S.S 823.7 1 .)SS OS6.I 041.1 1.7 .171, L r .7