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Seismic Notes and Example- Arabic

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seismic design of structures examples
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   i ,>, ) Lateral Loads u~ wl:-:'·,.JI o.k ~y:.:; J~l olcl.;-c ~ wi ~ , vJl i ~~~ ~ ~ ~r 1 JL..:>- il· ~l:J1 ~f 1 ~ l . ~r . i ~ u~ ~ uf> . \:\ J I < 5lc ~ . <-~ i WindLoads) L I ~ ~~ ~0 l o~ . (':. u~ J L u~ U~J Seisntic Loads) J.J i:) I jz Seismic Loads cL.o.J..Lc Methods of analysis of structures under seismic loads · 1-Equivalent static load. 2- Spectral Analysis. 1 Dynamic Analysis.  ,1- Equivalent static load. · ~~~I ~l:i ':il J=.-. d...Jb.J J Jo '''- 'I 1 ':.w...oJ I j q .... . r d...L - 1_'1 o i tb : .. f_ ãã j~ tS r -U U . ..~ j) H< 1 m H): 7~ ~ ~ 1:~J .oJ1 tlJ:>->l . ~ tl ->j-.UI ~ uJl wlwlw:?ll (2) ::<5 b): JI))I o;S o4-:>l u j u~:t ~I ® Uniform shape. ::u.J I 1<' ' j ~ l::> J :t T r...9 ã r...9 J::-C-' .. u ( i .. I J:?II tS j J j J > ~ 1) Uniform statical system · . 'I I fJ ': ~L:w:tl lJa.:J1 ' ..u:. r ~ ->.J,J ~ u i j tS r m -- fill m Sec 2 Core sa m m III III m m m m Sec} Shear wall ,t m 8 . rn m ~ i iii i ' '---=---- '--'-- -----' ~ Sec 4 ISec3 Flat Slab Solid Slab  2-  pectral Analysis. ~ ~ _ ~ WI ..b J,.;:J I \ :: : ~ I lS.-9 .;J y:J ·0 I ~ 4 1. # 0 ~ J.:. h i J (f) lOO<H<150 m H) ~~I.JJ~I ~~ lSJl ulwL/il~~ J~ r :~llU:;.Jl ® H > 5 b b) J - \ -  I 0 ii 0 ~ I j I ...u:...J I .Y.Y r . ~r..9 r..9 ã D Uniform shape · o Uniform statical system · 4 ~\~.; G....., 1 u 1 ~ ~ 11 ulc J J J' ~ b i lSl.c ~# I 0 J..e -14'; c j u~ o~ o~ ~ ,.l-.l~J .JJJ J5 :t.b)).: ~~ ..ll.c y ;:; ~.;-c u~1 ~ ~ ~ u j ~J ::l·l.oll 4.:~~-o~.J.J1 <Y '~l il~~ 4...,- -- -II _0'1 ~ ã A.· ::\..i, '-II o..u... 4...,- .- -'I ~ ~ lS~ . ~ u-C- .. . ~. ~ 3-Dynamic Analysis. ~ a..Jl:.iJ l..b - .... I \ : l )~ I j .... . I d.JL - t_ I oJ..e h i J (f) H >'150 ;,.;--u u-  r Y-' tJ ..ãã. .. .)- '-' <.9 ... ~ H) ~~I JJ~I ~~ uJl ulwlw~I~~ J~ r ~I tu: ;.JJ ® Uniform or non uniform shape. D Uniform or non uniform statical system ~ I ~ b.cJ I u j ~ I~ I <.S ,JU I ~ L.::.. uk- 41.:.;-hJ I 0 ~ ' -0.:; c'; ~WI ~ J ~I :D~I t-c :u u~~~1 ~J~I ~~ 1.::U4.U ~l:u~ \·:.11 ~L:u~IJ\l~1 \.,., ... j ~ JI'-I''l' .... .. <Y ~ r 9 .. tJ .... J Y Y u-C . .::,L..,L..,::Il .J ~jiJl Jl.L::, t~·,;,J1 JSJ 0   quivalent static load method. ~~-.l>. u-c 4,;:':,L:J1 4.~~~4~...01 u~1 uk 4 ~1 o~ ~ icJ (W)\: ~.o.J1 uj uk -.lA ;c i v) a ~99i a.:\:·;l:i.....,~ u~ u J1 JljJ.)J ~ ~r- ~jiJl t y  t ~l .o.J1 u~ ~ u I ~lyJl ~J fi ~ ~ j I', 4 ...ll..c .J.~ c'; ¢ .J l~ Y y u.:.iJ I J (J-> l~ ~ I ,l.L:uJ 1 . .Jj J J) Zone factor. Z ,.~,,19·; tJ '~~r JljJj ~~~ :U\ t:~·J\.o.J1 u~ uk Jj~ J .).) I o~ (' .: '>- lYo J b b..o ~ J,l:; uJ 1 I Zone Numbe11 Z rea I I Zone 1 0 10 /I 1) r taW I..l.CL ~1.:r.--rJ5 I I Zone 2 0 20 I ~,.rCJI ~~I ~I~I - o.;-eWI ~l:u.....,;; - l:i..1~1 .. ~..p. I Zone 3 0 30 I r~1 -   'il . :WI ~l J.=..l.,...., l/'·...., I - ~ 3~.:r.--   J.=..I.,...., (1) Importance factor I) I[Importance/actor 1 ~ ilding Type 11 I 1 0 d.. ·,5'.~1 - ~)..l11 - ~..l WI - d....o WI u.:.4-JJ I I' I ~ ~0 .JI~1 ~1.;Lr 0 -.9 ~~I wt.-:·u.o.lJ 1.25 ..... u ;,'L.a:;'t l ) :l...ky :J1 ,.wt ) ul. ~.';,:;,.,.J1 9
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