visoki stomanobetonni komini

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  • 5/27/2018 visoki stomanobetonni komini

    1/66

    .

    2011.

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    , ,

    , ,

    ,

    .

    113 , 48 24 .

    18 , 18 18

    . 145

    , 4 141 .

    .................................. ...................

    .................

    . 427.

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    .

    02.15.04

    : . -.

    : . -.

    . -.

    2011.

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    .

    .

    . -. ,

    . - . .

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    3

    -

    .

    .

    . ,

    .

    ,

    .

    ,

    .

    .

    .

    .

    . -

    .

    .

    .

    , .

    .

    .

    .

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    4

    1

    1.1.

    ,

    . ,

    ( ,

    .), .

    1.2.

    20--

    . ,

    . , 1876.

    , 1907. 1910.

    .

    1900., 1916.

    165.

    .

    .

    .

    Bancroft (1885)

    [13] Christie (1899) [36].

    . 1934. (ACI).

    ACI307-08 [6][7] EN13084

    [49][50]. CICIND [40][41].

    1.3.

    ,

    .1.1.

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    5

    .1.1.[86]

    1.4.

    . -

    ,

    ,

    (GLC) ,

    . ,

    :- ;

    - ;

    - .

    .

    , , ,

    , .

    ,

    1:50 1:100, .

    .

    1.5.

    1.5.1.

    ,

    . , ,

    , .

    .

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    6

    1.5.1.1.

    ,

    .

    ,

    . , ,

    ,

    .

    1.5.1.2.

    ,

    .

    .

    . -

    Vickery [131][132][133][134][135][137], Basu [15][16], Kareem [71][72][73][74][75] Holmes [64].

    EN1991-1-4 [52], .

    ,

    .

    ,

    , ,

    . ,

    , .

    .

    , ,

    . ,

    ,

    . , , :

    - , ;

    - , , ;

    - ,

    .

    :

    - , ,

    ;

    - ,

    .

  • 5/27/2018 visoki stomanobetonni komini

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    7

    , ,

    .

    , .

    , .

    , .

    , ,

    . .

    .

    .

    ,

    .

    .1.2.

    . .

    , , ,

    (.1.2).

    , .

    .

    .

    ,

    , .

    , Reynolds

    Strouhal, , , . -

    Scruton Vickery. -,

    , , Vickery

    Basu,

    (CICIND, ACI307). ,

    25%-30% [10].

  • 5/27/2018 visoki stomanobetonni komini

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    8

    . , ,

    Raynolds, ,

    [138].

    ,

    .

    1.5.1.3.

    1.5.1.3.1.

    ,

    , .

    .

    , , ,

    .

    ,

    .

    . , EN1998-6 [56] .5.4

    ,

    .

    1.5.1.3.2.

    EN1998-1 [55] .4.3.3 :

    - (modal response spectrum

    analysis);

    - (non-linear pushover analysis);

    - (non-linear time history analysis).

    EN1998-6 [56] .4.3.1

    , EN1998-1 [55] .3.2.2. ,

    -

    . EN1998-1 [55] .3.2.2.2. (6)

    ,

    , EN1998-1 [55] Annex A.

    ,

    , ,

    EN1998-1 [55] .3.2.2.5. EN1998-6 [56] .3.3(2)

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    9

    51,=q .

    , EN1998-6 [56] .5.2

    52,=q .

    :

    - D ;

    - D ;

    - D , .

    D .

    .

    1.5.1.4.

    1.5.1.4.1.

    . .

    .

    . ,

    . , ,

    . , , ,

    .

    EN1991-5 [53]

    :

    - (.1.3);

    - (.1.3).

    (.1.3.b,d)

    .

    .1.3. N1991-5 [53]

    .

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    10

    ,

    ..

    1.5.1.4.2.

    .

    , . ,

    - ,

    (.1.4). TM

    .1.4.

    CICIND [41] .4

    (.1.5):

    - 0

    t

    IETM

    IcmT

    T

    .=

    (1.1)

    - 1

    ctI

    T fWM = (1.2)

    ,

    .

    - 2

    ,

    mI ,

    t

    ITEM

    m

    cmTT

    =

    (1.3)

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    11

    Icm

    IIcm

    T

    mcm

    T

    IE

    M

    IE

    M

    IE

    M 150,= (1.4)

    , ,

    .

    ..

    , ,

    CICIND [41] .6.

    , .

    .1.5. CICIND [41]

    1.5.2.

    1.5.2.1.

    ,

    ,

    .

    ,

    , . ,

    , ,

    () .

    ,

    .

    1.5.2.2.

    ,

    , .

    , ,

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    12

    .

    , ,

    20t

    R .

    , .

    .

    .

    , -

    . :

    - ;

    - ;

    - ;- ;

    Isada [66],

    .

    ,

    , :

    - () Euler-Bernouli,

    /;

    - () Timoshenko,

    , .

    - ,

    Timoshenko, ,

    [43][78][83].

    .

    , -.

    . -,

    . , ,

    , .

    , .

    (.1.6):

    - ;

    - ;

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    13

    .

    .

    .

    - - .

    ,

    .

    -

    ,

    , .

    .1.6.

    , .

    .

    , [90]:- Raylegh-Ritz , -,

    ;

    - , -Galerkin.

    .

    .

    1.5.2.3. ,

    1.5.2.3.1. -

    .

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    14

    ,

    .

    .

    :

    - ,

    ;

    -

    .

    ,

    .

    .

    -, -

    , ,

    .

    .

    .

    1.5.2.3.2.

    ,

    . ,

    ( 300).

    ,

    -.

    1.5.3.

    1.5.3.1. .

    :

    - , ;

    - ,

    .

    :

    - ;

    - .

    :- ,

    ;

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    15

    - .

    1.5.3.2. .

    ,

    ,

    . ,

    . .

    EN1992-1 .3.1.7 [54] (.1.7)

    :

    cdccc f225011000 = 20 cc (1.5)

    cdc f= 22 cucc (1.6)

    EN1992-1 .3.1.7 [54] (.1.8)

    :

    sss E = sys 0 (1.8)

    yds f= ukssy (1.9)

    .1.7.[54]

    .1.8.[54]

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    16

    CICIND .6.1.2, .6.2.6 [40] 2c sy

    0,2%.

    :

    00302 ,=cu ; (1.11)

    003502 ,=cu ; (1.12)

    040,=uk ; (1.13)

    010,=uk . (1.14)

    1.5.3.3.

    EN1990 .6.4.2

    [51] :

    dd RE (1.15)

    :

    dE ;

    dR .

    ,

    CICIND .8.2 [40].

    2cu ,

    100(.1.5.1.4.1). (1.11).

    ,

    (.1.5.1.4.2).

    1.5.3.4.

    :

    - ;

    - .

    kw EN13084-2 Annex B [50]

    s

    crseffs

    cm

    scrsk

    Ef

    d

    w,,

    ,

    ,

    ,, ,

    ,

    40

    53

    890

    670

    880

    = (1.16)

    . ,

    .

    1.6.

    -

    .

    .

    .

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    17

    , .

    ,

    .

    ,

    .

    .

    .

    .

    . -

    .

    EN1992-1

    .

    , .

    ,

    .

    .

    .

    .

    :

    .

    :

    1.

    ;

    2.

    ;3.

    ;

    4.

    ;

    5.

    ;

    6.

    .

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    18

    2

    2.1.

    , -

    ,

    ,

    .

    , , :

    1.

    .

    ( ) ,

    .

    2. .

    3.

    (, ) t

    , .

    4. ,

    ,

    ,

    .

    -

    . ,

    , -

    .

    -

    .

    2.2.

    ,

    . :

    - ;

    - ;

    - ;

    - .

    .

    .

    , .

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    19

    ,

    .

    , ,

    .

    ,

    .

    -

    ,

    .

    ().

    . -, ,

    , ,

    , .

    .

    .

    ,

    .

    . ,

    .

    , .

    ,

    .

    ,

    , ,

    .

    2.3.

    2.3.1.

    ,

    .

    )(xEI )(xm ,

    L . v

    t, .. ),( txvv= .

  • 5/27/2018 visoki stomanobetonni komini

    22/66

    20

    ),( txq .

    ,

    (.2.1).

    .

    dAlambert (, ),

    (.2.2).

    )(xN )(xc , [43]:

    ),(),(

    )(),(

    )(),(

    )(),(

    )( txqt

    txvxm

    t

    txvxc

    x

    txvxN

    xx

    txvxEI

    x=

    +

    +

    2

    2

    2

    2

    2

    2

    (2.1)

    (2.1),

    :

    02

    2

    2

    2

    2

    2

    =

    +

    +

    t

    txvxm

    t

    txvxc

    x

    txvxN

    xx

    txvxEI

    x

    ),()(

    ),()(

    ),()(

    ),()( (2.2)

    .2.1. [43]

    :

    00 =),( tv (2.3)

    00

    =

    x

    tv ),( (2.4)

    02

    2

    =

    x

    tHv ),( (2.5)

    03

    3

    =

    x

    tHv ),( (2.6)

    (2.4) :

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    21

    2

    2 00

    0

    x

    tvEI

    x

    tvKf

    =

    ),()(

    ),( (2.7)

    fK .

    ,

    fsf IkK = (2.8)

    sk , fI

    .

    (2.4) (2.7) =fK .

    (2.2) [43].

    :

    022

    2

    2

    2

    2

    2

    =

    )()(

    )()()()(

    )()( xfxm

    dx

    xdf

    dx

    xdN

    dx

    xfdxN

    dx

    xfdxEI

    dx

    d (2.14)

    (2.14)

    (2.3)-(2.7),

    0000 == )(),( ftv (2.15)

    0

    2

    2

    02

    2

    00

    00

    ==

    =

    =

    xx

    ffdx

    fdEI

    dx

    dfK

    x

    tvEI

    x

    tvK )(

    ),()(

    ),( (2.16)

    002

    2

    2

    2

    =

    =

    =Lxdx

    fd

    x

    tHv ),( (2.17)

    003

    3

    3

    3

    =

    =

    =Lxdx

    fd

    x

    tHv ),( (2.18)

    )(tZ :

    022

    2

    =++ )()(

    )(

    )()(tZ

    dt

    tdZ

    xm

    xc

    dt

    tZd (2.19)

    (2.19) :

    constxm

    xc=

    )(

    )( (2.20)

    )(xc )(xm ,

    ,

    , , .

    , - ,

    . ,

    - )(xc .

    )(tZ ,

    [21][38][43][77].

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    22

    2.3.2.

    .

    D t

    [ ] [ ]{ } )()()()()()()( xtxDxtxDxtxDxA =+= 224 (2.30)

    [ ] [ ]{ }864

    344 )()(

    )()()()()(xtxD

    xtxDxtxDxI

    += (2.31)

    :

    )()()()( xtxDxAxm == (2.32)

    .

    0D , 0t , 0A , 0I 0m , , ,

    , 1D 1t

    .

    L

    x= (2.44)

    :

    ( )( ) = 110AA )( (2.45)

    ( ) ( ) = 11 30II )( (2.46)

    ( )( ) = 110mm )( (2.47)

    ( ) ( )( )

    ++= 11

    2

    11

    3

    1 230LgmN )( (2.48)

    ( )( )

    = 110Lgm

    d

    dN )( (2.49)

    00

    10

    DD

    DDD == - (2.50)

    00

    10

    t

    t

    t

    tt =

    = - (2.51)

    (2.45)-(2.49) (2.14)

    0202

    2

    02

    2

    2

    2

    =+

    )()(

    )()(

    )()(

    )()(

    fq

    d

    dfqn

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    fdrn

    d

    fdp

    d

    d (2.55)

    :

    ( ) ( ) = 11 3)(p (2.56)

    ( )( ) = 11)(q (2.57)

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    23

    ( ) ( )( ) ++= 112

    11

    3

    1 23)(r (2.58)

    0

    30

    0EI

    Lgmn = - (2.59)

    0

    40

    EI

    Lm

    =

    (2.60)

    00 =)(f (2.62)

    0

    2

    2

    0

    0 ==

    =

    d

    fdEI

    d

    dfKf (2.63)

    01

    2

    2

    =

    =d

    fd

    (2.64)

    0

    1

    3

    3

    =

    =d

    fd (2.65)

    2.3.3. DTM

    (2.55) .

    . a

    (2.14) [67][88][89][90][117].

    (DTM) [144][78],

    Taylor-Maclaurin.

    ,

    .

    DTM , Taylor-Maclaurin

    .

    , , .

    , ,

    -

    .

    2.3.3.1. DTM

    DTM )(xf

    =

    =0

    0k

    kxxkFxf ))(()( (2.66)

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    24

    0

    1

    xx

    k

    k

    dx

    xfd

    kkF

    =

    =

    )(

    !)( (2.67)

    )(kF

    )(xf . )(xf

    =

    =N

    k

    kxxkFxf

    0

    0 ))(()( (2.68)

    N,

    +=

    1

    0

    Nk

    kxxkF ))(( (2.69)

    .

    (2.44) (2.68)

    (2.61) 00=x

    =

    =N

    k

    kkFf

    0

    )()( (2.70)

    0

    1

    =

    =

    k

    k

    d

    fd

    kkF

    )(

    !)( (2.71)

    )(kP , )(kQ )(kR )(p , )(q )(r .

    DTM, (2.55)

    ,

    011

    221

    221221

    3321112

    44321

    0

    2

    0

    0

    0

    0

    0

    0

    0

    =++

    ++++

    ++++++++

    ++++++++

    ++++++

    ==

    =

    =

    =

    =

    k

    i

    k

    i

    k

    i

    k

    i

    k

    i

    k

    i

    iFikQiFiikQn

    iFiiikRn

    iFiiikPikik

    iFiiiikPik

    iFiiiiikP

    )()()())((

    )())()((

    )())()(())((

    )())()()(()(

    )())()()()((

    (2.84)

    )(kP , )(kQ )(kR (2.67).

    .2.2.

    )(kP , )(kQ )(kR

    k

    0 1 2 3 4 5..N

    )(kP 1 3 ( ) +3 ( ) 32 + 3 0

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    )(kQ 1 0 0 0

    )(kR 1 -12

    +

    3

    0 0

    2.3.3.2.

    (2.62)-(2.65)

    0000 == )()( Ff (2.94)

    0221 0

    0

    2

    2

    0

    0

    =

    =

    ==

    )()( FkFd

    fdEI

    d

    dfKf

    (2.95)

    010

    21

    2

    2

    ==

    ==

    N

    k

    kFkkd

    fd)()(

    (2.96)

    021031

    3

    3

    ==

    ==

    N

    k

    kFkkkd

    fd )())((

    (2.97)

    fLK

    EIk 00 = (2.98)

    , .

    00 =k .

    2.3.4.

    )(0F Taylor-Maclaurin (2.94).

    (2.94)-(2.97) , )()..( NFF 1 .

    )( 3N (2.84) )..( 40 = Nk .

    )( 1N ,

    2 .

    . 2 ,

    (2.60),

    40

    0

    Lm

    EIjj = (2.101)

    , .

    .

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    26

    2.3.5.

    j , (2.101),

    )()..( NFF1 .

    ,

    . constNF =)( .

    )()..( 11 NFF )(NF -

    . (2.68).

    2.3.6.

    ,

    , (FEM)

    . :

    - 1: mL 200= , mD 0140 ,= ,

    mt 600 ,= , mD 060 ,= , mt 200 ,= ,

    25/30;

    - 2: mL 400= , mD 0250 ,= ,

    mt 010 ,= , mD 090 ,= , mt 200 ,= ,

    25/30.

    1 2 .2.3.

    .2.3. DTM FEM

    DTM FEM

    1 2.264 2.284 0.9%

    2 8.571 8.612 0.5%

    3 20.520 20.536 0.1%

    4 38.256 38.127 -0.3%

    5 61.851 61.384 -0.8%

    1

    6 91.326 89.214 -2.4%

    1 1.145 1.157 1.0%

    2 3.892 3.930 1.0%

    3 8.930 9.006 0.8%

    4 16.367 16.485 0.7%

    5 26.244 26.395 0.6%

    2

    6 38.582 38.740 0.4%

    ,

    . DTM,

    ,

    , .

    .

    , DTM

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    27

    .

    .

    DTM 3,

    ,

    .

    2.4.

    2.4.1.

    N Taylor-Maclaurin.

    ,

    . -

    . 0== .

    .2.4.

    N

    15 20 25 30 35 40

    3.516015 3.516015 3.516015 3.516015 3.516015 3.516015 3.516015

    22.03449 21.99346 22.03424 22.03449 22.03449 22.03449 22.03449

    61.69721 - - 61.80604 61.69679 61.69721 61.69721

    . ,

    .

    20 .

    -

    30 Taylor-Maclaurin. ,

    )( iF 4 )( 14 +iF )..(4

    0 Ni= .

    .

    .

    2.4.2..

    . mN ,

    .

    .

    EN1998-1 [55] .4.3.3.3.1(3)

    0,90.

    , j -

    = 1

    0

    2

    21

    0

    dfm

    dfm

    MM

    j

    j

    j

    )().(

    )().(

    (2.109)

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    28

    , 3 4

    .

    0,90

    6 7 . ,

    .

    EN1998-1 [55] .4.3.3.3.1(3) - 5% .

    .

    [88] , ,

    3 -

    .

    2.4.3..

    , ,

    ,

    . II , P .

    , ,

    .

    , , ,

    .

    (2.55)

    0n , (2.59), (2.31)

    2

    00

    30

    0

    8

    ==

    D

    L

    E

    Lg

    EI

    Lgmn

    (2.110)

    0D

    L

    .,

    . -, -

    -. -

    ,

    .

    ,

    .

    ,

    .

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    29

    . ,

    250,

    -.

    25100

    =D

    L . -

    0n - .

    (2.110) 0n 0,202,00.

    (2.101).

    1 ,

    , .2.6. 00 =n

    , . -

    .

    .2.6. 1 0n

    0n 0.0 0.5 1.0 1.5 2.0

    0.0 3.516 3.402 3.285 3.163 3.036

    0.4 4.097 4.014 3.930 3.844 3.7560.0

    0.8 5.399 5.374 5.350 5.328 5.307

    0.0 3.737 3.650 3.562 3.472 3.380

    0.4 4.319 4.281 4.246 4.212 4.1810.4

    0.8 5.627 5.693 5.767 5.850 5.942

    0.0 4.314 4.384 4.469 4.573 4.697

    0.4 4.907 5.131 5.391 5.689 6.0270.8

    0.8 6.233 6.821 7.447 8.099 8.709

    .

    :

    -

    ;

    - ;

    - ;

    - -

    .

    2.4.4.

    .

    0k

    (2.98),

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    30

    fsf I

    I

    Lk

    E

    LK

    EIk 000 == (2.111)

    .

    , .

    ,

    .

    -,

    .

    .

    . -

    . ,

    . ,

    , .

    .

    fI

    I0 .

    0,050,15.

    --,

    500 ,=k 020 ,=k

    mL 150= .

    ,

    -. .2.8. .2.9.

    .

    .2.8. 0k 00 =n

    0k

    0.0 0.5 1.0 1.5 2.0

    1 4.319 2.729 2.149 1.829 1.619

    2 20.049 15.314 14.580 14.287 14.129

    3 51.337 42.745 41.926 41.620 41.462

    4 98.004 85.561 84.713 84.412 84.264

    5 160.209 143.919 143.042 142.773 142.544

    0.4 0.4

    6 232.834 216.310 215.723 215.312 215.333

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    31

    .2.9. 0k 500 ,=n

    0k

    0.0 0.5 1.0 1.5 2.0

    1 4.281 2.629 1.996 1.631 1.380

    2 19.873 15.111 14.370 14.073 13.9133 51.113 42.503 41.679 41.373 41.213

    4 97.760 85.299 84.447 84.149 83.998

    5 159.936 143.621 142.788 142.448 142.271

    0.4 0.4

    6 232.683 216.230 215.354 215.157 215.089

    :

    - ( 500 ,=n )

    ;

    - ;

    - -

    , 3

    . ,

    10% .

    2.4.5. .

    , ,

    1 .

    0n 0k 01 = ,

    . .

    0= .

    .2.10. 0k ,

    0n 0.0 0.5 1.0 1.5 2.0

    0.0 3.80 1.79 1.13 0.79

    0.4 5.30 2.57 1.66 1.210.0

    0.8 8.55 4.27 2.84 2.13

    0.0 5.29 2.56 1.65 1.20

    0.4 7.28 3.62 2.41 1.800.4

    0.8 11.34 5.80 3.96 3.05

    0.0 8.83 4.55 3.14 2.45

    0.4 11.76 6.23 4.40 3.500.8

    0.8 17.08 9.15 6.49 5.15

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    32

    ,

    010 ,

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    33

    , 500 ,n . -

    .

    ,

    0k . ,

    300%.

    , .

    10 n .

    15% .

    7%.

    ,

    1n .

    , 10

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    34

    .

    , .

    (3.1)

    [ ] [ ] ),(),(,),(

    ),(,),( txtxxEIx

    txvtxxEItxM =

    =

    2

    2

    (3.3)

    [ ]),(, txxI . (2.1)

    [ ] ),(),(

    )(),(

    )(),(

    )(),(

    ),(, txqt

    txvxm

    t

    txvxc

    x

    txvxN

    xx

    txvtxxEI

    x=

    +

    +

    2

    2

    2

    2

    2

    2

    (3.4)

    (3.4) .

    2

    2

    x

    txvtx

    =

    ),(),(

    , , [ ]),(, txxI ),( txq

    ),( tx . , (3.4) .

    . ,

    , 2.

    --:

    1. [ ]),(, txxI

    [ ] )()(),(, xIxtxxI red =

    (3.5) )(x ,

    , )(xIred

    ,

    )()()( xIxxIred = (3.6)

    )(x )(xI

    (2.31) )(xIred .

    2.

    .

    .

    3. , x , t,

    . )(xred .

    4. )(xred

    . (3.4)

    .

    -,

    (3.4)

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    35

    ( )

    ),(),(

    )(),(

    )(),(

    )(

    ),()()(

    txqt

    txvxm

    t

    txvxc

    x

    txvxN

    x

    x

    txvxIxxE

    xred

    =

    +

    +

    2

    2

    2

    2

    2

    2

    (3.7)

    ),( txv , )(xred )(x .

    (2.1). ,

    )(xI , (2.1), (3.7)

    )()()( xIxxred .

    (3.7) , 2.

    (2.14)

    022

    2

    2

    2

    2

    2

    =

    )()(

    )()()()(

    )()()()( xfxm

    dx

    xdf

    dx

    xdN

    dx

    xfdxN

    dx

    xfdxIxxE

    dx

    dred (3.9)

    (3.9) (2.55)

    0202

    2

    02

    2

    2

    2

    =+

    )()(

    )()(

    )()(

    )()(

    fq

    d

    dfqn

    d

    fdrn

    d

    fdp

    d

    d (3.10)

    :

    )()()()( pp red= (3.11)

    (3.10) DTM

    )(xred

    )(x .

    3.2.

    :

    - ,

    ;

    -

    .

    , -

    .

    .

    .

    EN1992-1 [55] .7.4.3

    effM

    ( ) crueff += 1 (3.12)

    cr u

    , eff () .

    eff

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    36

    2

    1

    =

    eff

    cr

    M

    M (3.13)

    effcm

    effeff

    E

    MI

    = (3.14)

    [22][23][28][97][99][102].

    . Branson [28],

    u

    eff

    crcr

    eff

    creff I

    M

    MI

    M

    MI

    +

    =

    33

    1 (3.15)

    Bischoff [22], EN1992-1-1 Error! Reference source not

    found.,

    ueff

    cr

    creff

    cr

    eff IM

    M

    IM

    M

    I

    11

    11

    22

    +

    = (3.16)

    [24][60], Branson

    , Bischoff

    , .

    .3.2. -

    .

    , -

    .3.2.

    , .

    .3.1 )(xred )(x .

  • 5/27/2018 visoki stomanobetonni komini

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    37

    .

    3.3.

    .

    .

    ,

    .

    , .

    3.3.1..

    3.3.1.1. .

    , . , , ,

    , .

    -,

    .

    :

    - Bernoulli ;

    - ;

    -

    ;

    - ;

    - ,

    ;

    - EN1992-1-1 3.1.7. [54]

    (.1.5.3.2) ;

    - ;

    - .3.3.1.2.

    3.3.1.2. .

    ctmf EN13084-2 .5 [50]

    :

    32 /.... cmvcctm fccccf = (3.17)

    :

    012200

    6040 ,,, += cc - ; (3.18)

    450,=c - ; (3.19)

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    38

    tcv 20850 ,, = - ; (3.20)

    .,

    ..,

    601

    660

    +

    += t

    cc - ; (3.21)

    t

    tct

    4001

    2462

    +

    +=

    ,

    ,- ; (3.22)

    8+= ckcm ff - ; (3.23)

    Nt

    M= - . (3.24)

    t.

    (3.21) ,

    c tc .

    , 1 . ,

    , tc

    c

    001950 ., . , tcc = .

    :

    ( ) 324001

    246220850450

    /

    ,

    ,,,, cmctm f

    t

    ttf

    +

    += (3.25)

    , EN13084-2 Error! Reference source not found., -

    EN1992-1-1 [54] mt 400, ..

    ctmE ,

    , Cho [37],

    ckctm fE 3000= (3.26)

    3.3.1.3.

    ,

    .3.5.

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    39

    .3.5.

    -:

    :

    2

    12 +=m (3.27)

    R2

    12

    = (3.28)

    :

    ck

    ykxsx

    f

    f = (3.29)

    cosRm = (3.32)

    :

    ( ) ( ) RRm coscoscos == (3.33)

    :

    - 0

    ( ) ( ) ( ) ( ) ckctmctmc fRREE coscoscoscos === 3000 (3.34)

    -

    ( ) ( ) ( )[ ] ckc RfR coscoscoscos = 25011000 (3.35)

    :

    ( ) ( ) ( ) ( ) yky

    ykss RfR

    fE

    coscoscoscos === 500 (3.36)

    :

    ( ) ( )

    ( )( )[ ]

    +++

    ++=

    coscossincos

    sincossincos

    1000

    sx

    ckck

    R

    ftfRN

    312250

    226

    2

    2 (3.43)

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    40

    ( ) ( )

    ( )[ ]

    +++

    ++

    =

    sx

    ckck

    R

    ftfRM

    2

    3

    233

    1000

    226

    cossinsincos

    sincossin

    500 (3.44)

    :

    ck

    pRtf

    Nn

    2= (3.45)

    ck

    ptfR

    Mm

    22= (3.46)

    pn pm

    ,

    ( ) ( )

    ( )( )[ ]

    +++

    ++

    =

    coscossincos

    sincossincos

    5

    sx

    ckp

    R

    fRn

    312250

    226

    00

    2

    (3.47)

    ( ) ( )

    ( )[ ]

    +++

    ++

    =

    sx

    ckp

    R

    fRm

    223

    3

    1000

    226

    5

    cossinsincos

    sincossin

    02 (3.48)

    (3.47) (3.48)

    R .

    crM

    ck

    ctm

    ctm

    ctmct

    f

    f

    E

    f

    30001 === (3.49)

    Rcr crpm ,

    (3.47) (3.48)

    .

    , .3.6.

    :

    0,)()( pp KRRK = (3.50)

    0,pK ,

    ( )RKK pR

    p 0

    0

    = lim, (3.51)

    -

    RKRRRKm ppp 0,)()( == (3.52)

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    41

    .3.6. -

    ,

    ,

    . 1=)( R .

    cr

    crcr

    E

    MI

    = (3.53)

    (3.46) (3.52) (3.53)

    II

    E

    fKI

    E

    f

    R

    mI ckp

    ck

    cr

    crpcr 0022

    === ,,

    (3.54)

    I, (2.31).

    0

    :

    E

    fK ckp 00 2 ,= (3.55)

    Rcr , crpm , 0,pK 25/30 ,

    , .

    3.3.1.4. .

    uI

    (.3.7).

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    42

    .3.7.

    .3.7 :

    ( ) 21

    ysy

    R

    R=

    +

    cos

    coscos (3.56)

    ( ) 21

    ycy

    R

    R=

    ++cos

    coscos (3.57)

    :

    RR

    R

    R

    yyymsy

    +=

    +=

    += cos

    coscos (3.58)

    cos

    coscos =

    =

    =

    RR

    R

    R

    yymycy (3.59)

    :

    - cy

    ( ) ( ) ( )[ ] ckc RfR coscoscoscos = 25011000 (3.1)

    - cy

    ( ) ckc f= (3.2)

    :

    - sy0

    ( ) yks f= (3.3)- cysy

    ( ) ( ) ( ) ( ) yky

    ykss RfR

    fE

    coscoscoscos === 500 (3.4)

    - cy

    ( ) yks f= (3.5)

    (3.45) (3.46) :

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    43

    ( )( )

    ( ) ( )[ ]

    +++

    +

    ++

    ++

    =

    cysysycysxsycysx

    cycycy

    cy

    cycycy

    p

    R

    R

    R

    n

    sinsincos

    sincoscossin

    cossincos

    sinsincos

    500

    4

    321125000

    1000

    12

    22 (3.71)

    ( ) ( )( )

    ( )( )

    ( )

    +

    +

    +++

    +

    +

    +

    ++

    ++

    =

    cycysysy

    cysysycy

    sx

    sycysx

    cycycy

    cy

    cycy

    cycycy

    cy

    cy

    p

    R

    R

    R

    m

    cossincossin

    sinsincos

    sinsin

    coscoscossin

    sinsincos

    sinsincos

    cossinsincos

    cossinsin

    2

    250

    3

    3

    23

    3

    250000

    2500

    1222

    (3.72)

    Ru upm ,

    2cu y .

    ,

    - .

    .

    :

    u

    uu

    E

    MI

    = (3.73)

    (3.54)

    IIE

    fKI u

    ckupu == ,2 (3.74)

    R

    mK

    u

    upup

    ,, = (3.75)

    E

    fK ckupu ,2= (3.76)

    Ru , upm , upK , ,

    .

    25/30

    , Ru .3.1 .3.8.

    .3.1. Ru

    pn

    sv 0.0 0.1 0.2 0.3 0.4 0.5

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    44

    0.10 0.00115 0.00135 0.00154 0.00176 0.00205 0.00246

    0.20 0.00123 0.00140 0.00159 0.00179 0.00204 0.00245

    0.30 0.00129 0.00145 0.00162 0.00181 0.00204 0.00239

    0.40 0.00134 0.00149 0.00165 0.00183 0.00203 0.00234

    0.50 0.00139 0.00153 0.00168 0.00184 0.00203 0.00230

    0.60 0.00143 0.00156 0.00170 0.00185 0.00203 0.00227

    0.70 0.00146 0.00159 0.00172 0.00186 0.00202 0.00225

    0.80 0.00150 0.00161 0.00174 0.00187 0.00202 0.002230.90 0.00152 0.00164 0.00176 0.00188 0.00202 0.00221

    1.00 0.00155 0.00166 0.00177 0.00189 0.00202 0.00219

    0.0010

    0.0015

    0.0020

    0.0025

    0 0.1 0.2 0.3 0.4 0.5

    np

    uR

    0.10

    0.20

    0.30

    0.40

    0.500.60

    0.70

    0.80

    0.90

    1.00

    .3.8. Ru

    .3.8 , Ru

    .

    380,=pn . ,

    . 380,>pn ,

    .

    3.3.2..

    .

    crI .

    ,

    .

    . ,

    , .

    sv

  • 5/27/2018 visoki stomanobetonni komini

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    45

    .

    (3.14)

    (3.16). , u ,

    uI ,

    effM .

    (3.14) ,

    .

    .

    , effM

    eff u .

    ( )

    =

    =

    u

    cr

    u

    cruu

    cr

    eff

    M

    M

    13

    3 (3.77)

    -

    .

    (3.16)

    , (3.14).

    , (3.16), :

    ( )crueff III

    11

    11 += (3.78)

    =

    2

    1

    eff

    cru

    M

    M (3.79)

    22

    2

    cru

    uu

    MM

    M

    = (3.80)

    :

    cr

    uu

    I

    I= - (3.81)

    cr

    effeff

    I

    I= - (3.82)

    cr

    effeff

    = - (3.83)

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    46

    cr

    uu

    = - (3.84)

    uu

    cr

    uu

    M

    M == - (3.85)

    effeffcr

    eff

    eff M

    M

    == - (3.86)

    (3.80)

    12

    2

    =

    u

    uu

    (3.87)

    (3.78)

    111

    +=

    ueff

    (3.88)

    2

    21

    eff

    effu

    = (3.89)

    eff

    creff

    effeff

    EI

    M

    = (3.90)

    crI uI

    (3.54) (3.74).

    .3.12.

    - -

    .3.14.

    .3.12.

    1

    u

    1 u

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    47

    .3.14.-

    3.4.

    , eff

    ,

    eff ,

    eff . EN1998-6 .5.2 (1) [56]

    52,=q 5101 ,, =q .

    eff

    e

    M

    Mq= (3.91)

    eM ,

    (.3.15)

    effcre EIM = (3.92)

    .3.15.-

    (3.14) (3.92) (3.91)

    effeff

    cr

    effeff

    effcr

    I

    I

    EI

    EIq

    1=== (3.93)

    1

    u

    1 u

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    48

    queff

    1=, (3.94)

    ueff, (3.88).

    ( )

    ( ) ( )( )

    ( ) ( ) uuuuu

    uueffuueffu

    uueffuueff

    q

    11

    1

    11

    1

    =

    =

    ,,

    ,, (3.95)

    ueff, (3.86)

    ueffueff q ,, = (3.96)

    3.5.

    .

    , .

    .

    ,

    .

    . ,

    ,

    .

    , , ..

    2

    ueffcrred

    III

    ,+= (3.97)

    (3.82) (3.94)

    red

    q

    q

    I

    I ueff

    cr

    redred

    2

    1

    2

    1 +=

    +==

    , (3.98)

    ( )( ) ( )

    ( )( )( )( ) ( ) uuu

    uu

    ureduredu

    uredured

    qq

    q

    111

    11

    11

    1

    +

    +=

    = (3.99)

    red

    ,

    )(xred .

    )(xsx

    . ,

    .

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    49

    3.6.

    (SRSS), ,

    .

    , -2sec, 2 [3]

    ,

    . , , -

    ,

    . , , .

    EN1998-1 [55]

    , -. , -

    , (3.46)

    (.3.16). ,

    , -.

    , .

    ,

    .

    0

    1

    mef f

    .3.16.

    (3.10)

    , .

    ,

    crredm

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    50

    , .

    ,

    .

    (3.10) :

    1. 0n 0k

    (2.59) (2.98);2. (.2.9).

    fI ;

    3. (3.10) 1=red

    ;

    4. )(xsx

    ;

    5. crpm ,

    pn

    (3.47) (3.48).

    (3.71) (3.72)

    upm , ;

    6.

    0,pK upK , (3.54) (3.75), u u

    (3.87) (3.81);

    7. red

    0

    )(xred )(x . ,

    1=red ;

    8. (3.10)

    )(xred )(x ;

    9. 4

    .

    3.7.

    :

    -

    ,

    ;

    - )(xred

    )(x ;

    - .

    :

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    51

    - ,

    ,

    ;

    -

    ,

    ;

    (3.7)

    .

    , .

    4

    4.1.

    ,

    .

    .

    , .

    ,

    .1.5.1.4.2,

    , .

    ,

    . -

    , . -

    .

    .

    .

    4.2. .

    4.2.1. .

    CICIND [40] (8.10)

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    52

    )()(

    ,)( xDC

    xwkxM

    D

    mtWh 090= (4.1)

    EN 1991-1-4 [52] (2.160)

    )()(

    ,)( xDC

    xqxM

    D

    pWh 090= (4.2)

    :

    pq EN1991-1-4 . 4.5[52].

    DC CICIND [40] (7.5).

    , 70,=DC .

    )()(,)( xDxqxM pWh 1290= (4.4)

    4.2.2..

    :

    - ,

    ;

    - , ,

    .

    ,

    , 1

    ckpD

    DD

    g

    fxnxRixt

    xNi

    xtxR

    xRxNixRxQxN )()(

    )(

    )(

    )()(

    )()()().()( ====

    222 (4.5)

    )(xnp (2.154).

    1, ,

    ckpe fxnxtxR

    xNxN )(

    )()(

    )()(

    ==

    22 (4.1)

    Poisson . EN1992-1-1 [54] .3.1.3(4)

    , 200,= .

    ,

    .

    . ,

    .

    (4.5) (4.6) , 200,RL

    D .

    %1=L

    D %2=

    L

    D mR 20=

    mR 10= . mR 10>

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    53

    ( mH 300> ) - .

    mR 10> ,

    , .

    .

    4.3.

    4.3.1.

    .

    cr

    1 crM

    .

    . ,

    .

    ,

    .

    .

    .

    , ,

    , .

    u

    1 , uI uM .

    :

    - ;

    - ;

    - ;

    - ;

    - ;

    - .1.5.3.2 ;

    -

    ;

    - ctmf EN13084-2 [50] .5 (. 3.3.1.2);

    - .3.3.1.2.

    4.3.2..

    crM

    ct ,

    (.4.2), ..

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    ck

    ctm

    ctm

    ctmct

    f

    f

    E

    f

    30001 === (4.7)

    .4.2.

    , ..

    2

    tAA vss

    == ' (4.9)

    ck

    yksvsvf

    f = (4.10)

    t

    xx = (4.11)

    ( )xt = 11 (4.14)

    :

    ( ) ( )zxtzz == 11 (4.15)

    t

    zz= (4.16)

    :

    -

    ( )axs taa === 11)( (4.17)

    t

    aa = (4.18)

    -

    ( )axsc tatat ')'()'( === 1 (4.19)

    t

    aa

    '' = (4.20)

    :

    - ( xtz 0 )

    ( ) ( ) ckzxctmc ftzEz == 13000)( (4.21)

    - ( tzt )

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    ( ) [ ]( ) ( )[ ] ckzxzx

    ckc

    tft

    fzzz

    =

    ==

    1250111000

    25011000 )()( (4.22)

    :

    ( ) ykaxsyksss ftfE === 1500500 (4.23)

    :

    ( ) ykaxscykscssc ftfE ' === 500500 (4.24)

    :

    ( ) ( )

    +++

    = t

    fftN xsvaaxx

    ck

    xck

    322

    22

    3

    1000212

    16250 ' (4.35)

    ( ) ( ) ( )

    ( )( ) ( )( )[ ]

    ++

    +

    +

    +

    =

    svaaxaax

    xxxx

    ck

    xx

    ck

    tfftM

    '' 21211

    23

    500

    3

    212

    2112

    125

    322

    3 (4.36)

    (.3.3.1.3)

    ck

    pvtf

    Nn 2= (4.37)

    ck

    pv

    ft

    Mm

    2= (4.38)

    (4.35) (4.36) (4.37) (4.38)

    ( ) ( )

    ++

    +

    = svaaxxx

    ck

    xpv t

    ftn

    '21

    3

    50012

    16250

    22

    (4.39)

    ( ) ( ) ( )

    ( )( ) ( )( )[ ]

    ++

    +

    +

    +

    =

    svaaxaax

    xxxx

    ck

    xx

    pv

    tftm

    '' 21211

    23

    500

    3

    212

    2112

    125

    322

    (4.40)

    'aa= (4.39) (4.40)

    ( ) ( )

    +

    +

    = svxxx

    ck

    xpv t

    ftn

    21

    3

    50012

    16250

    22

    (4.41)

    ( ) ( ) ( )

    ( )

    +

    +

    +

    +

    =

    sva

    xxxx

    ck

    xx

    pv

    t

    ftm

    2

    322

    21

    23

    500

    3

    212

    2112

    125 (4.42)

    .4.2.2, crpvm ,

    0=crpvn , (4.7).

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    ct (4.7)

    -.4.1.

    .4.1.

    t[m]

    0.2 0.4 0.6 0.8 1.0 1.2 1.4

    25/30 2.056E-04 1.706E-04 1.532E-04 1.407E-04 1.302E-04 1.206E-04 1.117E-04

    30/37 2.062E-04 1.710E-04 1.537E-04 1.411E-04 1.305E-04 1.210E-04 1.121E-04

    35/45 2.073E-04 1.720E-04 1.545E-04 1.418E-04 1.312E-04 1.216E-04 1.127E-04

    crx,

    .

    crI

    (3.53), (4.38)

    I

    E

    f

    t

    m

    E

    ft

    t

    mI

    cm

    ck

    cr

    crpv

    cm

    ck

    cr

    crpvcr

    ,,12

    3

    == (4.2)

    12

    3tI= . (4.3)

    ,

    -

    , -

    . .

    4.3.3..

    effI

    (3.14).

    uI

    .

    pvm

    , .. 02 =N .

    'aa= (4.41) (4.42)

    ( )

    +

    += svxxxpv ttn 21

    3

    50012250

    2 (4.45)

    ( ) ( )

    ++

    = svaxxxxpv ttm

    232212

    3

    500

    3

    212125 (4.46)

    upvm , ,

    , CICIND [41] .6

    .

    0020,== ys (4.47)

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    57

    (4.17)

    axax

    sut

    =

    =

    1

    0020

    1

    , (4.48)

    (4.48) (4.45) , 0=pvn ,

    ux,

    :

    ( ) ( ) 012

    1

    2

    31

    3

    2 23 =+

    svaxsvaxsvax (4.49)

    ux, ,

    , .

    64600850

    ,,

    , = svux (4.4)

    2 3 -

    , 10 -

    .

    uI (4.43)

    IE

    f

    t

    mI

    cm

    ck

    u

    uuvu

    ,12= (4.51)

    , 80%.

    20% 50%.

    4.3.4. .

    , ,

    ( ) ( )zTz tt = (4.52)

    , .

    , ,

    t

    T

    t

    ttT

    ==

    (4.53)

    ,

    TeffcmT IEM = (4.54)

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    creff II = (4.43). , ,

    , (4.53) cr :

    t

    crcr

    tT

    = (4.55)

    maa 0450,'==

    25/30 .4.9.

    (4.39) (4.40)

    . uT ,

    .

    .4.1.

    t[m]

    sv 0.2 0.4 0.6 0.8 1.0 1.2 1.4

    0.20 7.35 12.21 16.46 20.16 23.32 25.94 28.04

    0.40 7.43 12.34 16.63 20.37 23.57 26.22 28.33

    0.60 7.50 12.45 16.78 20.55 23.77 26.45 28.58

    0.80 7.55 12.54 16.90 20.70 23.95 26.64 28.79

    1.00 7.60 12.62 17.01 20.83 24.09 26.81 28.97

    crTu >>

    .

    (3.88), Teff = .

    .3.3.2 :

    ( ) ( ) 01222 =+ ueffeffueffeffuu (4.56)

    ( )( )

    ( ) effuu

    uuueffueffu

    eff

    +

    +++=

    2

    1422

    (4.57)

    -

    - .4.12 .4.13.

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    59

    .4.12.-

    .4.13.-

    4.4. .

    .

    (.4.2.2) , (4.4).

    (4.39) (4.40)

    02 =N . (4.42).

    , -,

    (3.88),

    effcmeff

    IE

    M= (4.58)

    .

    ,

    .

    .3.3.2 (.3.10

    .3.11) . .

    :

    cr u

    crM

    uM

    1

    u

    1 u

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    60

    -

    ;

    - ,

    .

    - , T

    T (4.53) - -

    .

    wT .

    wu TTT =max (4.5)

    .

    4.5.

    -

    , .4.13.

    25/30

    .4.15 .4.21.

    4.6.

    .

    , 15 -

    . ,

    8,0312,40

    -.

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    0 1 2 3 4 5 6 7 8 9 10 11 12 13

    0.2

    0.4

    0.6

    0.8

    1.0

    .4.1. mt 200,=

    sv

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    61

    0

    2

    4

    6

    8

    10

    12

    0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

    0.2

    0.4

    0.6

    0.8

    1.0

    .4.2. mt 001,=

    , ,

    2,705,30-.

    mt 401200 ,, = .

    ,

    .

    sv

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    62

    , :

    - -

    ;-

    ,

    .

    .

    .

    -

    .

    .

    :

    -

    10

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    63

    1.

    .

    2.

    EN1991-1-4.3. .

    4. .

    5.

    .

    1.

    ;

    2. ,

    ;

    3.

    ,

    ;4.

    ;

    5.

    .

    6.

    ;

    7.

    .

    1. , . ,

    ,

    , , 2008

    2. , .

    , ,

    , 2010

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