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Earthquakeresistantstructures Taipei101 140507130239 Phpapp01

Feb 24, 2018

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    EARTHQUAKE

    RESISTANT

    STRUCTURES A CASE

    STUDY

    TAIPEI 101

    Taiwan's former king of skyscrapers needed

    some large-scale engineering to withstand the

    country's frequent earthquakes and typhoons

    not to mention sitting near a huge fault line. The

    solution came in the form of a 730-ton ball of

    steel which hangs inside it like a gigantic

    pendulum to counteract any swaying. Known asa tuned mass damper, the ball rests inside a

    sling made of steel cables and has its own shock

    absorbers. That should help ensure Taipei 101

    can stand proud for a long while to come, even if

    it lost its crown as world's tallest building to the

    Burj Khalifa in Dubai in 2010.

    Khushboo Sood

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    EARTHQUAKE RESISTANT STRUCTURES A CASE STUDY.

    TAIPEI 101

    TAIPEI 101- A structural marvel create !" c#m!$%$%& t'e !est #( all structural s"stems.

    SOME BASIC INFORMATION

    Arc'$tect C.Y.)ee * Part%ers

    Structural E%&$%eer S'a+ S'$e'

    Structural C#%sult. T'#r%t#%-T#masett$ E%&$%eers, Ne+ Y#r C$t"

    Year Starte u%e 1// 2all alrea" #3e%4

    T#tal He$&'t 50m

    N#. #( 6l##rs 101

    Pla% Area 50m 7 50m

    C#st 8 900 m$ll$#%

    :u$l$%& Use ;(($ce C#m3le< = 2all

    Par$%& - >,000 m?, 100 cars

    Reta$l - Ta$3e$ 101 2all 99,0>> m?4

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    ;(($ces - Ta$+a% St#c E

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    >0 3$les +$t' > $%c' c#%crete sla!.

    2e&a c#lum%s- cm t'$c steel * 10,000 3s$ c#%crete $%($ll t# 3r#v$e (#r #vertur%$%&.

    Falls - 5 * 9 e&ree sl#3e.

    10,000 t#%s #( steel, &rae 0- ?5G str#%&er.

    cra%es #% s$te steel 3laceme%t.

    Electr$cal * 2ec'a%$cal.

    Curta$% +all 3laceme%t.

    CHALLENGES FACED

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    Ta$3e$ !e$%& a c#astal c$t" t'e 3r#!lems 3rese%t are

    Fea s#$l c#%$t$#%s T'e structures te% t# s$%4.

    T"3'##% +$%s H$&' lateral $s3laceme%t te%s t# t#33le structures4.

    )ar&e 3#te%t$al eart'uaes Je%erates s'ear (#rces4.

    STRUCTURAL SYSTEM

    :race c#re +$t' !elt trusses.

    FOUNDATION

    T'e !u$l$%& $s a 3$le t'r#u&' cla" r$c' s#$l t# !er#c @0 0 m !el#+.

    T'e 3l$es are t#33e !" a (#u%at$#% sla! +'$c' $s >m t'$c at t'e e&es a% u3 t# 5m t'$c u%er

    t'e lar&est #( c#lum%s.

    T'ere are a t#tal #( >0 1.5m $a. T#+er 3$les.

    COLUMN SYSTEM

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    P'#t#s #( S$te ur$%& C#%struct$#%

    Jrav$t" l#as are carr$e vert$call" !" a var$et" #( c#lum%s.

    F$t'$% t'e c#re, s$

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    TYPICA) P)AN UP T; ?TH ST;REY

    TYPICA) P)AN 6R;2 ?9TH T; /1ST ST;REY

    LATERAL LOADING SYSTEM

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    6#r a$t$#%al c#re st$((%ess, t'e l#+est (l##rs (r#m !aseme%t t# t'e t' (l##r 'ave c#%crete s'ear +allscast !et+ee% c#re c#lum%s $% a$t$#% t# $a%al !races.

    T'e m#st #( t'e lateral l#as +$ll !e res$ste !" a c#m!$%at$#% #( !race c#res, ca%t$levers (r#m

    t'e c#re t# t'e 3er$meter, t'e su3er c#lum%s a% t'e S3ec$al m#me%t res$st$%& (rame S2R64.

    T'e ca%t$levers '#r$L#%tal trusse (r#m t'e c#re t# t'e 3er$meter4 #ccur at 11 levels $% t'e

    structure. 5 #( t'em are #u!le st#re" '$&' a% t'e rest s$%&le st#re".

    1 #( t'ese mem!ers #ccur #% eac' #( suc' (l##rs.

    T'e !ala%ce #( 3er$meter (ram$%& $s a sl#3$%& S3ec$al 2#me%t Res$st$%& 6rame S2R64, a r$&$l"-

    c#%%ecte &r$ #( st$(( !eams a% H s'a3e c#lum%s +'$c' (#ll#+s t'e t#+ers e

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    F$t'$% t'e c#re, s$

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    A T2D $s a 3ass$ve am3$%& s"stem, +'$c' c#%s$sts #( a s3r$%&, a v$sc#us am3$%& ev$ce, a% a

    sec#%ar" mass attac'e t# t'e v$!rat$%& structure.

    :" var"$%& t'e c'aracter$st$cs #( t'e T2D s"stem, a% #33#rtu%$t" $s &$ve% t# c#%tr#l t'e v$!rat$#%

    #( t'e 3r$mar" structure a% t# $ss$3ate e%er&" $% t'e v$sc#us eleme%t #( t'e T2D.

    TMD USED IN TAIPEI 101

    T'e Ta$3e$ 101 uses a 00 t#% T2D +'$c' #ccu3" 5 #( $ts u33er (l##rs 9 /14.

    T'e !all $s assem!le #% s$te $% la"ers #( 1?.5-cm-t'$c steel 3late. It $s +ele t# a steel crale

    sus3e%e (r#m level /? !" >B ca!les, $% @ sets #( ? eac'.

    E$&'t 3r$mar" '"raul$c 3$st#%s, eac' a!#ut ? m l#%&, &r$3 t'e crale t# $ss$3ate "%am$c e%er&"

    as 'eat.

    A r#u&'l" 0-cm-$a 3$% 3r#Mect$%& (r#m t'e u%ers$e #( t'e !all l$m$ts $ts m#veme%t t# a!#ut 1

    m eve% ur$%& t$mes #( t'e str#%&est lateral (#rces.

    T'e 0m '$&' s3$re at t'e t#3 'as ? smaller (lat am3ers t# su33#rt $t.

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