KAI Φ ÿ XIONIOY - tol.com.grtol.com.gr/docs/RAF/RAF_Wind_Snow_Manual.pdf · û ù ü ÿ Ω KAI Φ ÿ XIONIOY υρωκώδικες 0, 1.3 και 1.4 üΧ ÿ ÿ Γ ÿ ÿ Σεπτέμβριος

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  • KAI XIONIOY

    0, 1.3 1.4

    www.tol.com.gr

    2016

    . 5.xx

  • , ,

    , .

    ,

    , .

    .

    .

    60, 71201 - .: 2810 332684

    www.tol.com.gr [email protected]

    Copyright 2008-2016

  • & 1

    1 1

    1.

    1. ....................................................................................... 1

    2. ................................................................................................ 3

    3. .................................................................... 4

    ............................................................................................. 4

    ................................................................ 4

    ...................................................................... 5

    .......................................................................................... 5

    3.4.1 ............................................................................................... 5

    3.4.2 ............................................................................ 5

    3.4.3 ........................................................................................................ 6

    3.4.4 ........................................................................................................ 6

    .............. 6

    3.5.1 ........................ 7

    .. 8

    4. & ....................................... 9

    5. ..................................................................................... 10

    .............................................. 10

    5.1.1 .......................................................................11

    5.1.2 D 1991-1-3 ..................................12

    () ......... 12

    5.2.1 ................................................................................13

    5.2.2 ......................................................................................13

    6. .................................................................................... 14

    .......................................................... 14

    ........................................................ 14

    6.2.1 ..............................................................................15

    6.2.2 cp ........................................................................15

    6.2.3 ..........................................................................................15

    6.2.4 ........................................................................................16

    6.2.5 .............................................................................19

    6.2.6 .........................................................................19

    ........................................... 22

    6.3.1 .....................................................................................................22

    6.3.2 ..................................................................22

    6.3.3 ....................................................................................23

    .................................................. 23

  • & 2

    1 1 6.4.1 .....................................................................................................23

    6.4.2 .............................24

    7. .......................................... 36

    7.1.1 .....................................................................................................36

    7.1.2 ...........................................................................38

    7.1.3 ......................................................................40

    7.1.4 .....................................................................................41

    7.1.5 ...................................................................................42

    7.1.6 ........................................................................................42

    7.1.7 ...................................................................................42

    7.1.8 ...................................................43

    7.1.9 ...............................................................44

    7.1.10 ............44

    7.1.11 ...................46

    7.1.12 & ...................................................46

    7.1.13 ..............................46

    7.1.14 ........47

    7.1.15 ............................................50

    7.1.16 ....................................................................51

    8. & ................................ 52

    .......................................................................... 56

    ................................................ 56

    .................................................... 57

    8.3.1 ............................................................59

    OKA .......................................................... 62

    8.4.1 ..............................................................64

    8.4.2 ...........................................................64

    .......................................................... 65

    ..................................................................... 65

    9. ...................................... 67

    10. ...................................................................................... 68

  • & 3

    2 2

    2.

    .

    1-1, 1-3 & 1-4

    0

    .

    .

    .

    .

    .

    http://www.tol.com.gr

    . 1.1:

    http://www.tol.com.gr/

  • & 4

    3 3

    3.

    1990 ( 0)

    ,

    ,

    .

    1991 1999,

    ()

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    .

    ,

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    ..

    .

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    .

    .

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    50 (100

    ).

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    :

    .

    ..

    .

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    .

    .

    .

  • & 5

    3 3

    ,

    . :

    ()

    ()

    ,

    .

    ,

    .

    ,

    .

    . ,

    .

    :

    3.4.1

    :

    ..

    .

    ..

    .

    3.4.2

    :

    G

    .. , ..

    Q

    .. ,

    , ..

    A

    .. ..

  • & 6

    3 3

    3.4.3

    :

    ..

    ..

    3.4.4

    :

    (P) .

    Gind (.. ),

    Qind (.. ).

    ,

    .

    (.. )

    .

    1991

    , 1992 1999

    .

    (),

    , ,

    , .

    .

    :

    )

    ,1 , + + ,1 ,1 + ,>1 , , (3.1)

    )

    ,1 + + + (1,1 2,1) ,1 + 2,>1 , (3.2)

    )

    ,1 + + , + 2,1 , (3.3)

    (+)

    ,

    .

    :

    +

    Gk,j

  • & 7

    3 3

    P

    Qk,1

    Qk,i

    d

    Ed

    G,j j.

    P .

    Q,i i.

    ,i 1,i 2,i i.

    .

    ()

    .

    3.5.1

    . ( 1 1990

    ):

    )

    - :

    G,sup = 1.35 ( )

    G,inf = 1.00 ( )

    - :

    Q,i = 1.50 ( )

    Q,i = 0.00 ( )

    ) :

    = 1.00

    ,

    .

    i

    .

    ,

    ,

    .

    (, .).

    ,

    .

  • & 8

    3 3

    2.1 2.2 Qk,1

    .

    0.

    .

    ,

    ,

    .

    1990 ,

    :

    )

    ,1 + + ,1 + ,>1 , (3.4)

    )

    ,1 + +1,1 ,1 + 2,>1 , (3.5)

    )

    ,1 + + 2,1 , (3.6)

    ,

    1 1991

    .

    1 0, 1, 2,

    0 1 2 1991-1-1

    A: , 0.7 0.5 0.3 B: 0.7 0.5 0.3 C: 0.7 0.7 0.6 D: 0.7 0.7 0.6 E: 1.0 0.9 0.8 F: B 30kN 0.7 0.7 0.6 G: 30kN < B 160kN 0.7 0.5 0.3 H: 0.0 0.0 0.0

    1991-1-3 , , 0.7 0.5 0.2 CEN H>1000m 0.7 0.5 0.2 CEN H1000m 0.5 0.2 0.0

    1991-1-4 0.6 0.2 0.0

    ( ) 1991-1-5 0.6 0.5 0.0

  • & 9

    4 & 4

    4. &

    .

    1991-1-1

    .

    .

    1991 .

  • & 10

    5 5

    5.

    1991-1-3.

    .

    1500m

    .

    .

    .

    . :

    -

    .

    -

    /

    .

    - .

    - .

    - .

    - .

    -

    .

    -

    .

    .

    :

    -

    -

    -

    -

    -

    -

    -

  • & 11

    5 5

    -

    -

    -

    .

    .

    5.1.1

    , :

    ) :

    = 1 , (5.1)

    :

    = (5.2)

    :

    1

    sk,

    .

    Ce :

    1.0

    0.8

    1.2 ( )

    Ct :

    1.0

    < 1.0

    sAd

    Cesl , Cesl = 2.0

    ( . 1.1.(3))

    .

    , sk,A, :

    , = ,0 [1 + (

    917)

    2] (5.3)

    :

    sk,0

    (=0).

    C EN1991-1-3 .

    :

  • & 12

    5 5

    sk,0 kN/m2

    0.4

    0.8

    1.7

    ( m) 100m

    .

    1500m

    .

    .

    .

    5.1.2 D 1991-1-3

    , ,

    .

    D 1991-1-3 :

    2

    (kN/m3)

    1.0

    ( )

    2.0

    ( )

    2.5 3.5

    4.0

    ()

    :

    -

    .

    -

    .

    .

    3 ,

    0 30 30 < < 60 60

    1 0.8 0.8 (60-)/30 0.0

    2 0.8 (1 + .30) 1.6 -

    .

  • & 13

    5 5

    . 1 1 2

    5.2.1

    1

    3 . 2.

    0.6.

    .

    5.2.2

    (1, 2)

    . 1 2

    3 . 1.

    . 3 3

    (

    ..) .

    0.6.

    .

    . 2

    . 3

  • & 14

    6 6

    6.

    1 3 & 4

    ,

    200m, ,

    , ,

    , ..,

    .

    ,

    .

    200m

    .

    .

    .

    :

    i.

    .

    ii.

    cpe,i wpe,i

    .

    iii. ,

    .

    iv.

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    .

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    ,

    .

  • & 15

    6 6

    6.2.1

    .

    vm

    vb,

    .

    .

    .

    6.2.2 cp

    .

    .

    .

    1 m2 ..

    .

    10 m2.

    ,

    , .

    6.2.3

    , vb,0,

    10 ,

    , 10m

    ,

    20

    . ( 4)

    vb

    ( ) :

    = ,0 (6.1)

    :

    vb ,

    , 10m

    vb,0

    cdir 1.0

    cseason 1.0

    vb,0

    :

    vb,0 = 33m/s 10km

    vb,0 = 27m/s

  • & 16

    6 6

    . 1 .. vb,0

    6.2.4

    vm(z), z ,

    vb,

    (4.3):

    () = () () (6.2)

    :

    cr(z)

    co(z)

    vb

    , cr(z),

    . :

    () = ln(

    0) zmin z zmax (6.3)

    () = () = ln(

    0) z < zmin (6.4)

    :

    z0

    kr .

    :

    = 0.19 (0

    0,)

    0.07

    (6.5)

  • & 17

    6 6

    :

    z0,II 0,05 m II, 4

    zmin 4

    zmax 200m,

    z0, zmin .

    4

    .

    (4.4)

    (2).

    4 -

    z0 zmin

    m

    0

    0,003 1

    I

    0,01 1

    II

    (, )

    20

    0,05 2

    III

    20

    ( ,

    , )

    0,3 5

    IV 15%

    15m.

    1,0 10

    .1. 1

  • & 18

    6 6

    . 2 -

    . ( 10% ) . . 2.

    , , 30, .

    , .

    (.. , .)

    5%,

    c.

    3.

    10

    .

    ,

    , (

    )

    . .

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  • & 19

    6 6

    6.2.5

    Iv(z) z v

    ,

    :

    () =

    ()=

    ()ln( 0) zmin z zmax (6.6)

    () = () =

    ()=

    ()ln( ) z < zmin

    :

    kl , 1.0

    co(z)

    zo 4

    v :

    = (6.7)

    :

    kr

    vb

    kl

    6.2.6

    qp(z) z,

    , :

    () = [1 + 7 ()] 1

    2

    2 () = () (6.8)

    :

    , ,

    (=1,25Kg/m3).

    lv(z) z.

    ce(z) :

    () =()

    (6.9)

    qb

    =1

    2

    2 (6.10)

    7 6.8 3.5

    7.

    c(z) = 1.0, ce(z)

  • & 20

    6 6

    . 3

    4.

    . 3 ce(z) co=1.0, kl=1.0

  • & 21

    . 4

    Vb4.2 (2)P, 4.2

    qb4.5 (1), 4.10

    4.3.2 . 4.1, / 1 2

    ze zi . 7, . 8

    co(z)4.3.3 / 3

    ce4.5 (1) 4.9, 4.2

    qp(z)4.5 (1) 4.9, 4.2

    . 7

    Cp,e Cp,i. 7

    we wi5.2 (1) 5.1, 5.2 (2) 5.2

    ( A, B, C I,K,J )

    ( 2 )

    Cs Cd

    . 6, / ,

    (, , , )

    (, , , )

    ( & )

    Vb,0

    4.2 (1)P, 4.1

    (, , , ,

    )

    . 4

  • & 22

    6 6

    6.3.1

    .

    . 4

    .

    qp

    vb 4.2 (2)P

    ze 7

    4.1

    qp 4.5 (1)

    Iv 4.4

    vm 4.3.1

    co(z) 4.3.3

    cr(z) 4.3.2

    , , ,

    cpi 7

    cpe 7

    : we=qp cpe 5.1 (1)

    : wi=qp cpi 5.1 (2)

    3

    3

    ,

    .

    6.3.2

    we

    :

    = () (6.11)

    :

    qp(ze)

    ze

    cpe

    wi

    :

    = () (6.12)

  • & 23

    6 6

    :

    qp(zi)

    zi

    cpi

    ,

    , .

    , , .

    . 5.

    . 5

    6.3.3

    .

    .

    6.4.1

    cpe

    A,

    .

    1m2 10m2 ,

    , cpe,1

    , cpe,10 , .

    1m2 10m2 cpe

    , ,

    . 6

    = ,1 (,1 ,10) log10 (6.13)

  • & 24

    6 6

    . 6 cpe

    1m2 10m2

    6.4.2

    , ze,

    ( D, 7.5), h/b

    . 7.4

    :

    , h b

    .

    , h b,

    2b, :

    b .

    , h 2b

    :

    b,

    b, ,

    ,

    hstrip . 7.

    cpe,10 cpe,1 A, B, C, D E

    . 7 5.

  • & 25

    6 6

    . 7 ze

  • & 26

    6 6

    cpe,10 cpe,1 A, B, C, D E . 8.

    . 8

    5 (7.1)

    A B C D E

    h/d cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1

    5 -1.2 -1.4 -0.8 -1.1 -0.5 +0.8 +1.0 -0.7

    1 -1.2 -1.4 -0.8 -1.1 -0.5 +0.8 +1.0 -0.5

    0.25 -1.2 -1.4 -0.8 -1.1 -0.5 +0.7 +1.0 -0.3

    h/d > 5,

    7.6 7.8 7.9.2.

  • & 27

    6 6

    -5 < < +5.

    . 9.

    6.

    h.

    h+hp.

    . 9

  • & 28

    6 6

    6 (7.2)

    F G H I

    cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1

    -1.8 -2.5 -1.2 -2.0 -0.7 -1.2 +0.2

    -0.2

    0.025 -1.6 -2.2 -1.1 -1.8 -0.7 -1.2 +0.2

    -0.2

    0.05 -1.4 -2.0 -0.9 -1.6 -0.7 -1.2 +0.2

    -0.2

    0.10 -1.2 -1.8 -0.8 -1.4 -0.7 -1.2 +0.2

    -0.2

    0.05 -1.0 -1.5 -1.2 -1.8 -0.4 +0.2

    -0.2

    0.10 -0.7 -1.2 -0.8 -1.4 -0.3 +0.2

    -0.2

    0.20 -0.5 -0.8 -0.5 -0.8 -0.3 +0.2

    -0.2

    30 -1.0 -1.5 -1.0 -1.5 -0.3 +0.2

    -0.2

    45 -1.2 -1.8 -1.3 -1.9 -0.4 +0.2

    -0.2

    60 -1.3 -1.9 -1.3 -1.9 -0.5 +0.2

    -0.2

    1 , hp/h r/h.

    2 , = 30, 45 = 60 . > 60 = 60 .

    3 I, , .

    4 , 7.4 " : 0 , F G, .

    5 , , .

  • & 29

    6 6

    (1) , ,

    7.7.

    (2) ze h.

    (3)

    7.3.

  • & 30

    6 6

    7 (7.3)

    = 0 = 180

    F G H F G H

    cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1

    5 -1.7 -2.5 -1.2 -2.0 -0.6 -1.2

    -2.3 -2.5 -1.3 -2.0 -0.8 -1.2 +0.0 +0.0 +0.0

    15 -0.9 -2.0 -0.8 -1.5 -0.3

    -2.5 -2.8 -1.3 -2.0 -0.9 -1.2 +0.2 +0.2 +0.2

    30 -0.5 -1.5 -0.5 -1.5 -0.2

    -1.1 -2.3 -0.8 -1.5 -0.8 +0.7 +0.7 +0.4

    45 -0.0 -0.0 -0.0

    -0.6 -1.3 -0.5 -0.7 +0.7 +0.7 +0.6

    60 +0.7 +0.7 +0.7 -0.5 -1.0 -0.5 -0.5

    75 +0.8 +0.8 +0.8 -0.5 -1.0 -0.5 -0.5

    8 (7.3)

    = 90

    Fup Flow G H I

    cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1

    5 -2.1 -2.6 -2.1 -2.4 -1.8 -2.0 -0.6 -1.2 -0.5

    15 -2.4 -2.9 -1.6 -2.4 -1.9 -2.5 -0.8 -1.2 -0.7 -1.2

    30 -2.1 -2.9 -1.3 -2.0 -1.5 -2.0 -1.0 -1.3 -0.8 -1.2

    45 -1.5 -2.4 -1.3 -2.0 -1.4 -2.0 -1.0 -1.3 -0.9 -1.2

    60 -1.2 -2.0 -1.2 -2.0 -1.2 -2.0 -1.0 -1.3 -0.7 -1.2

    75 -1.2 -2.0 -1.2 -2.0 -1.2 -2.0 -1.0 -1.3 -0.5

    1 = 0 ( )) = +5 +45, . , : , . .

    2 . 0.0 .

  • & 31

    6 6

    (1) , ,

    7.8.

    (2) ze h.

    (3)

    7.4.

  • & 32

    6 6

    9 (7.4)

    = 0

    F G H I J

    cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1

    -45 -0.6 -0.6 -0.8 -0.7 -1.0 -1.5

    -30 -1.1 -2.0 -0.8 -1.5 -0.8 -0.6 -0.8 -1.4

    -15 -2.5 -2.8 -1.3 -2.0 -0.9 -1.2 -0.5 -0.7 -1.2

    -5 -2.3 -2.5 -1.2 -2.0 -0.8 -1.2 +0.2 +0.2

    -0.6 -0.6

    5 -1.7 -2.5 -1.2 -2.0 -0.6 -1.2

    -0.6 +0.2

    +0.0 +0.0 +0.0 -0.6

    15 -0.9 -2.0 -0.8 -1.5 -0.3 -0.4 -1.0 -1.5

    +0.2 +0.2 +0.2 +0.0 +0.0 +0.0

    30 -0.5 -1.5 -0.5 -1.5 -0.2 -0.4 -0.5

    +0.7 +0.7 +0.4 +0.0 +0.0

    45 -0.0 -0.0 -0.0 -0.2 -0.3

    +0.7 +0.7 +0.6 +0.0 +0.0

    60 +0.7 +0.7 +0.7 -0.2 -0.3

    75 +0.8 +0.8 +0.8 -0.2 -0.3

    1 = 0 = -5 +45, . , F, G H I J. .

    2 . ( = +5 = -5, 7.2.3). 0,0 .

    10 (7.4)

    = 90

    F G H I

    cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1

    -45 -1.4 -2.0 -1.2 -2.0 -1.0 -1.3 -0.9 -1.2

    -30 -1.5 -2.1 -1.2 -2.0 -1.0 -1.3 -0.9 -1.2

    -15 -1.9 -2.5 -1.2 -2.0 -0.8 -1.2 -0.8 -1.2

    -5 -1.8 -2.5 -1.2 -2.0 -0.7 -1.2 -0.6 -1.2

    5 -1.6 -2.2 -1.3 -2.0 -0.7 -1.2 -0.6

    15 -1.3 -2.0 -1.3 -2.0 -0.6 -1.2 -0.5

    30 -1.1 -1.5 -1.4 -2.0 -0.8 -1.2 -0.5

    45 -1.1 -1.5 -1.4 -2.0 -0.9 -1.2 -0.5

    60 -1.1 -1.5 -1.2 -2.0 -0.8 -1.0 -0.5

    75 -1.1 -1.5 -1.2 -2.0 -0.8 -1.0 -0.5

  • & 33

    6 6

    (1) , ,

    7.9.

    (2) ze h.

    (3)

    7.5.

    11. (7.5)

    0 =0 90 =90

    = 0 = 90

    F G H I J K L M N

    cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1 cpe,10 cpe,1

    5

    -1.7 -2.5 -1.2 -2.0 -0.6 -1.2

    -0.3 -0.6 -0.6 -1.2 -2.0 -0.6 -1.2 -0.4

    +0.0 +0.0 +0.0

    15

    -0.9 -2.0 -0.8 -1.5 -0.3

    -0.5 -1.0 -1.5 -1.2 -2.0 -1.4 -2.0 -0.6 -1.2 -0.3

    +0.2 +0.2 +0.2

    30

    -0.5 -1.5 -0.5 -1.5 -0.2

    -0.4 -0.7 -1.2 -0.5 -1.4 -2.0 -0.8 -1.2 -0.2

    +0.5 +0.7 +0.4

    45

    -0.0 -0.0 -0.0

    -0.3 -0.6 -0.3 -1.3 -2.0 -0.8 -1.2 -0.2

    +0.7 +0.7 +0.6

    60 +0.7 +0.7 +0.7 -0.3 -0.6 -0.3 -1.2 -2.0 -0.4 -0.2

    75 +0.8 +0.8 +0.8 -0.3 -0.6 -0.3 -1.2 -2.0 -0.4 -0.2

    1 = 0 = +5 +45, . , : , . .

    2 . 0.0 .

    3 .

  • & 34

    6 6

    .

    .

    cpi,

    . ,

    ( ),

    30%

    ,

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  • & 67

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  • & 68

    10 10

    10.

    [1] EN 1991-1-3 (2003): Eurocode 1: Actions on structures Part 1-3: General

    actions Snow loads, European Committee for Standardization, Brussels,

    Belgium.

    [2] EN 1991-1-4 (2005): Eurocode 1: Actions on structures Part 1-4: General

    actions Wind actions, European Committee for Standardization, Brussels,

    Belgium.

    [3] . . (2005): 1:

    , ,

    , 2

    [4] . , . (2011): :

    EN 1990: , EN 1991:

    , -,

  • 60, 71201 - .: 2810.332684

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