Class8 - : , H gmmg 5—: Fit} = £14863 wfigggzz (3 gaw-...

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Unformatted text preview: : , H gmmg 5—: Fit} = £14863 wfigggzz (3 gaw- 2%M?é%éfi 5 ® §€3@mfim fiéfifigfiaégflam Mawfifi E ,7 ’ Na é/L ° 5% 5%‘0 @géizg 52w? : f, Eagww g§§§§ééfl$§§w »; ‘ {j « . Mé‘f‘mé m% w gag Wag WWW: W W g: Q gig??? W, i , Mgfékéfigflv g 1 3 I 3 @ f} Mégégfi/ 5; b’fgg‘fiwié CEMSQJE +102? wwfggfiwng??? 3‘3; 395% , g u I ‘ J : £3 (1/6; g If M 5 : kw {if} - Wm?" Awfgflwém xi? g as.va ‘- MS? ‘ 7 MAX Wsacéa, 1 0,707 awgé 'HkKMQQM; E&&5%fi§fm$gfi (fig Ek§fl%%%gaj ‘ 2M$?§A% {35 駧§gg§ Efiéexg ml}. 1L 0%1ka :: P5 3;??? 653%; +§D {52% F3 3 35$ igz'rrgggigzig W" m» b « 9m (Ex/+5 +9) E \ - " 2 ° ,W § smet+8 +8) % JQFB‘fiz‘é‘Czig? ' £2513“ {ii w 2 ., Sm +3) T“ Viagm’sw : TEAS :r. +18) afiggwflfifik 7; '5 Maigggsézgaw : - 100 50 g? n O Q. \o g 10 01 —L Transmissibility , TR '0.1 0.5 1 -3 5 _ 10% Frequency ratio (0/ con Figure 35.1 from Dynamics of Structures: Theory and Applications to Earthquake Engineerinéby Anil K. Chopra, Prentice-Hall, 2001. f - ‘ E0 Q2; Q Q??? . r $, : ‘ 32 «a; wf'wfi *::~ fa f, (W: a; (7’ iW‘““”‘:““"WW“WW> Défiaé géw’fiéé M15>floml 14¢ 1 Was mgfégQZ/gwéfiééguv: m {5%«e> b y; may; 2 a 55“? as? gag E g.) 7 7 ' " MW #3: C) Ewiia, wéfihiq §%¥*'M,rfawa%£, fwfiw E; Q g; V? g 23464553” W31? Fififkifgééi M M “gaffigfifi‘fif a; £2, Z4?“ key + 0;; +kurzc 4*» wwkar = : w e? ‘1 baa/3%? igééifiuémififlw "'5’ 34!??? 3% a“ gm»; g a? wax;ng far“ , /«d‘ M Mei/My; jig} 2 w ...
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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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Class8 - : , H gmmg 5—: Fit} = £14863 wfigggzz (3 gaw-...

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