Class15 - i Mafia écmfi‘é fig ? ’ 9 If 03 f Va A:...

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Unformatted text preview: i Mafia écmfi‘é fig ? ’ 9 If 03 f Va A: .5 Response spectrum for El Centro ground motion C: 0, 2, 5, 10, and 20%. ‘j’j—t QITTT" —"~r——'.r r . M . ‘ .I I wise ; iii "E a i~ _ V g- —H ‘~-~‘ :53‘ ’r w '- . E W .‘ i':‘i 1 , .tiSiH 1» i‘ ‘i .V i iiivii i. 50 r > »"- ‘i an. :-_1‘_ » * - -. ‘ ’9 i7" “r . W7. l 5.14 20 1 7i .4 O Pseudo-velocity V, in./seo N) U! W- Qogb 0Q _.L '1 [far 0.5 ' i L 11‘} I _ I p‘ ‘1- 4 0.02 , 0.05 0.1 0.2 0.5 1 2 5 10 20 50 1 Natural vibration period Tn, sec Figure 6.6.41rom Dynamics of Structures: Theory and Applications to Earthquake Engineering, by Anil K. Chopra, Prentice‘HaH, 2001. fgasjmssg gfiéfimg . i ~ fez éwm mmmgz fi’ifflfgfifi} (Q * ‘3 Rengg 696% '53 {Egg §m$ €fifi§§§$§ {3% {3&3 SE ( 84. 3*”; @W‘zg ) if“ Aiorwuia‘zeaé QM #17952»: “My {imam gm? wigs-w gig/07; E Cémufm g4. Wfi?) @323) SCQ‘S})(§,§Z§V§%W fiMWWMWm Pseudo—acceleration design spectrum 2 48 in./sec, and ugo = 36 in, o€=1,2,5’ 10, 20 ii 2 T , sec n Figure 6.9.9 from Dynamics of Structures: theory and Applications to Earthquake Engineering, by Ani| K. Chopra, Prentice—Hall, 2001 5 ems; ,WW 31$: i 5 i E 7 s A3 #2 >> Ejaéiééfifisfi? mé‘, W T”? kzmw 9M; a 5%;53 Mfiig é’zégiéym; ~ $034; 3%} = R 9' fiffiz’%§jkz@€z*3fl3' 193843“ @1152“)ng msfig *’ kéméqi’iz) : P3 >> 2w»???an a?” Mfifiwgi M3 “is; +Ckg+kzj rug « k554i: p; m 31'; ~ 5:124; *‘(Kzéfik‘guz «33454:; a a T 3‘3 j " 3‘5 k3 1’43» W33 miméga ‘E ngwé; €39; gwm 3% w ijwimévéa, Na,» Mg C? ’~§ {Mug} flflg‘éfi fl"; 2?; $13 ...
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This note was uploaded on 05/09/2008 for the course CIVIL ENGI CE 511 taught by Professor Lynch during the Spring '06 term at Michigan State University.

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Class15 - i Mafia écmfi‘é fig ? ’ 9 If 03 f Va A:...

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