ΒΑΣΙΚΕΣ ΔΔΙΑΑΤΑΞΕΙΙΣ ΕΥΡΩΚΩΔΙΚΑ...

Download ΒΑΣΙΚΕΣ ΔΔΙΑΑΤΑΞΕΙΙΣ ΕΥΡΩΚΩΔΙΚΑ 88lee.civil.ntua.gr/pdf/mathimata/antiseismikes_kataskeves/... · ΒΑΣΙΚΕΣ ΔΙΑΤΑΞΕΙΣ ΕΥΡΩΚΩΔΙΚΑ

If you can't read please download the document

Upload: phamnhi

Post on 06-Feb-2018

230 views

Category:

Documents


1 download

TRANSCRIPT

  • 88

    . ...

    2014

  • .................................................................. 1

    ................................................................................... 2

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

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

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

    ........................................................................................ 7

    .................................................................. 8

    ............................................................. 9

    .............................................................................. 9

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

    ................................................................................................. 11

    .................................................................................... 12

    ....................................................................... 13

    ............................................................................................................ 13

    .................................................................................................. 13

    ........................................................................................................ 15

    ....................................................................................................... 17

    .. .................................................................................................................. 17

    ....................................................... 19

    ............................................................................................................................. 19

    .............................................................................................................. 20

    - ................................................................. 22

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

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

    .. ........................................................... 24

    ....................................................................................... 24

    ...................................................................................... 25

    .............................................................................. 28

    ............................................................................................................................. 28

    ................................................................................... 29

    .... 29

    .. ..................................................................................... 31

    ......................................................................................... 31

    .. ................................................................... 33

    ...................................................................................................... 33

    ................................................................................................ 35

    ....................................................................................................... 36

    .. .......................................................... 38

  • 8

    1

    :

    .

    (Principles) , ,

    ,

    , .

    .

    .

    ,

    .

    ,

    ,

    ,

    .

    (

    ) . , ,

    . ,

    ,

    . ,

    ,

    .

    E0, .1.4

    E0, .1.4

  • 2

    ( )

    .

    ,

    ,

    :

    + =

    = ....

    Gk =

    =

    Qk =

    AEd =

    G =

    =

    G =

    0 =

    1 =

    2 =

    =

    , 8,

    :

    d = Gk,j + + ED + 2,iQk,i , j 1, i 1

    0 1 2

    ( ) 0.7 0.5 0.3

    ( ) 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

    . , W30kN

    ( F) 0.7 0.7 0.6

    . , 30kNW160kN

    (. G) 0.7 0.5 0.3

    ( ) 0 0 0

    >1000m 0.7 0.5 0.2

    1000m 0.5 0.2 0

    0.6 0.2 0

    (-) 0.6 0.5 0

    . (6.12b) 0

    1.1 E0

  • 8

    3

    ED

    , dx EEdy, :

    2Edy

    2EdxED EEA

    :

    AED = dx + 0,30dy

    AED = 0,30dx + dy

    +

  • 4

    8 A, B, C, D E

    . , S1 S2,

    . S2

    .

    S1

    (site amplification) -

    .

    , vS,30, ,

    NSPT ( 30 cm).

    vS,30

    30 m :

    N,iv

    hv

    1 i

    iS,30

    30

    :

    hi = (m)

    vi = i ( 10-5,

    )

    = 30 m .

    ,

    . ,

    ,

    . ,

    ,

    (

    ):

    ,

    C

    .

    (3.1) 8

  • 8

    5

    -

    S,30 SPT cu (kPa)

    A 5 m

    > 800 _ _

    B , , , ,

    360 - 800 > 50 > 250

    C , -

    180 - 360 15 - 50 70 - 250

    D ( ),

    < 180 < 15 < 70

    E vS C D 5 m 20 m, vS > 800 m/s

    S1 10 m / (P > 40)

    < 100

    (-)

    _ 10 - 20

    S2 , , S1

  • 6

    agR, .

    , 1, 2 3

    , 2003 agR/g

    = /g 2003,

    .

    agR/g

    agR /g

    1 0.16

    2 0.24

    3 0.36

    agR

    , TNCR = 475 ,

    TNCR

    - ( NCR

    PNCR 50 ).

    :

    ag = IagR

    : , ,

    V, 2000.

    , .

    -

    0.80

    , .. , .

    1.00 ,

    .

    1.20

    ,

    , .. ,

    , .

    . 4.2.5 4.3 8.

    . 3.2.1(3) 8

  • 8

    7

    IV 1.40

    , .. ,

    ,

    , .

    ,

    .

    . :

    C:

    C D:

    D 4.0:

    .

    , SDe(T), :

    2

    eDe2

    )()(

    TTSTS

    >1

    .

    30m.

    ST,

    . ST

    5 E8.

    ,

    ST 1.00

    . ,

    , T (sec)

    Se / ag

    2.5S

    S

    0 C TD

    2.5STC/T

    2.5STCTD/T2

    (3.7) 8

  • 8

    .

    5 E8, ,

    .

    ST

    / ST

    1

    i < 15

    i > 15

    1.00

    1.20

    2

    i < 15

    15 < i < 30

    i > 30

    1.00

    1.20

    1.40

    3 1

    i < 15

    i > 15

    1.00

    1.44

    4 2

    i < 15

    15 < i < 30

    i > 30

    1.00

    1.44

    1.68

    ,

    :

    1521)(

    B

    ge .T

    TSaTS 0

    52)( ge .SaTS C

    T

    T.SaTS Cge 52)( C D

    2

    DCge 52)(

    T

    TT.SaTS

    D 4 sec

    : ag = agR

    S = (. )

    = . =5% =1,

    =5%.

    ,

    :

    5505

    10.

    () 5 E8.

    (3.2) (3.5) 8

    (3.6) 8

  • 8

    9

    8 , 1

    2,

    , C D S.

    ,

    1, S

    .

    S TB (sec) TC (sec) TD (sec)

    A 1.00 0.15 0.40 2.50

    B 1.20 0.15 0.50 2.50

    C 1.15 0.20 0.60 2.50

    D 1.35 0.20 0.80 2.50

    E 1.40 0.15 0.50 2.50

    :

    1031)(

    B

    vgve .T

    TaTS 0

    03)( vgve .aTS C

    T

    T.aTS Cvgve 03)( C D

    2vgve

    03)(T

    TT.aTS DC

    D 4 sec

    .

    avg /ag TB (sec) TC (sec) TD (sec)

    0.90 0.05 0.15 1.00

    ,

    :

    dg = 0.025agSTCTD

    (3.8) (3.11) 8

    (3.12) 8

  • 10

    .

    (

    ),

    ,

    .

    q.

    (: ,

    , ).

    ,

    Sd ()

    :

    3

    252

    3

    2)(

    B

    gdq

    .

    T

    TSaTS 0

    q

    .SaTS

    52)( gd C

    gC

    gd

    52( a

    T

    T

    q

    .Sa)TS C D

    g2DC

    gd

    52)( a

    T

    TT

    q

    .SaTS

    D 4 sec

    , =0.2.

    ag = agR.

    q

    .

    .., q

    .

    , 5%. ,

    ,

    .

    q

    . ( []

    []) .

    :

    (3.13) (3.16) 8

    . 3.2.2.5(3)

  • 8

    11

    avg =0.90ag.

    S=1.0

    .

    q 1.5 .

    q > 1.5 .

    (

    )

    :

    ik,iE,jk, QG

    :

    E,i = 2i

    = 3.7.

    2i = i

    1-1 1 E0.

    A-C

    -

    1.0

    0.8

    0.5

    D-F 1.0

    E,i i

    2i (1) : ()

    Qk,i

    ()

    -

    .

    . ,

    -

    E0 2i .

    . 3.2.4. 8

    4.2. 8, .

    (3.17) 8

  • 12

    q>1,

    :

    ds = qd de

    qd =

    de =

    .

    qd = q ( qd

    q TC).

    ds

    .

    (4.23) 8

  • 8

    13

    8,

    .

    :

    ( ).

    ( au/a1).

    :

    ,

    . :

    .

    .

    (

    ):

    ,

    5%

    .

    =

    .

    .

    ,

    ( ).

    , L, , H, I,

    .

    . 4.2.3.2 8

  • 14

    4, : 4, :

    = Lmax/Lmin

    Lmax Lmin

    , .

    x y,

    e0 r

    :

    y

    e0x 0,30rx

    rx s

    x

    e0y 0,30ry

    ry s

    :

    e0x =

    ( )

    x,

    ( e0y).

    rx = (

    ry):

    y

    rx

    .

    ,

    . 3.3.3 2000,

    0 ,

    .

    s =

    :

    s

    (4.1.a) (4.1b) 8

  • 8

    15

    ,

    25%

    ( 20%

    ).

    :

    , ,

    ,

    , ,

    ,

    .

    ,

    .

    , .

    ,

    50% .

    ,

    .

    , pilotis

    - .

    ,

    :

    ()

    ,

    20%

    , :

    2001

    21 .L

    LL

    . 4.2.3.3. 8

    . 4.1. 8

  • 16

    ()

    15%

    :

    20013 .L

    LL

    ()

    15%

    50%

    :

    50013 .L

    LL

    (), ,

    ,

    75%

    .

    , .

    ()

    ,

    30%

    ,

    10%

    :

    300top

    .L

    LL

    100

    1

    21 .L

    LL

  • 8

    17

    ....

    ..

    .

    ,

    . ,

    () .

    ,

    .

  • 18

    ..

    ,

    65%

    .

    ,

    65%

    .

    ()

    .

    -

    ,

    50%

    .

    -

    ,

    50%

    .

    :

    i.

    ,

    20%

    .

    ii.

    0.5 sec (

    ).

    , . : rx s ry

    s .

    50%

    1/3

    .

    d 0.3 .

    . 5.1.2. 8.

  • 8

    19

    E8, ( /

    ) .

    ,

    ,

    .

    , ,

    .

    -

    (.. ),

    .

    . ,

    , : ()

    ()

    ,

    , ,

    .

    :

    1.

    15%

    .

    .

    2. ,

    ,

    . ,

    -

    , ,

    , ,

    -.

    , ,

    -, -

    .

    .4.2.2 8

    . . (4.1a), (4.1b) .4.2.3.2

  • 20

    5

    9 ( ).

    (

    ),

    .

    (- effects).

    :

    ,

    ,

    .

    .

    : drift drA

    F

    (

    )

    .

    .

    : drift drB

    F

    2 8

    FA ( ).

    2

    : F(qdr)/dr.

    ,

    o drift

    .

    ( )

    , :

    .4.2.2 8

    . .4.3.4 C8

    .4.4.2.3(4)

    M.N. Fardis, Seismic Design, Assessment and retrofitting of Concrete Buildings Based on EN-Eurocode 8, Springer

  • 8

    21

    0.1:

    0.1 < 0.2:

    1/(1-)

    0.2 < : -.

    ,

    , ,

    ( ) q=1.

    q=1,

    ,

    .

    ,

    , 5-9

    EC8. ,

    :

    .

    .

    , .

    .5.7 8

    (4.28) . 4.4.2.2. 8

  • 22

    --

    E8, - (, )

    ,

    . -

    (, , ,

    , ) (infills).

    -

    .

    .

    :

    Fa = (SaWaa)/qa

    :

    Fa = ..

    Wa =

    a = . , a=1.0,

    , a 1.5.

    qa =

    .

    Sa = , :

    Sa = aS{3(1+z/H) / [1+(1-Ta/T1)2] - 0.5} aS

    a = (ag/g)

    S =

    Ta =

    1 =

    z =

    (

    )

    = .

    (4.25) 8

    . 4.3.5 8

    (4.24) 8

  • 8

    23

    qa

    qa

    1.00

    ,

    2.00

    ,

    ,

    ()

    . 4.4 8

  • 24

    ....

    .. :

    ( )

    ( )

    .

    (

    ),

    2.

    ,

    .

    ,

    , , ,

    .

    ,

    . ,

    , ,

    .

    ,

    IV 2 3.

    ,

    q (

    q , ).

    (),

    (M).

  • 8

    25

    , q,

    :

    q = q0 kw 1.5

    :

    q0 =

    , .

    , q0 20%.

    50

    13)1(

    1

    0

    .

    /kw

    0 = ,

    ww /h 0 , .

    , 0

    :

    i

    wii

    wi0 h

    , u 1 :

    1 =

    1

    ,

    .

    u =

    ,

    .

    u/1 .

    (5.1) 8

  • 26

    q0

    M

    103 /. u 154 /. u

    3.0 104 /. u

    2.0 3.0

    1.5 2.0

    u/1

    u/1

    1

    1.10 1.05

    1.20 1.10

    1.30 1.15

    1.00 1.00

    1.10 1.05

    1.20 1.10

    1 , u/1 1.0 , .

    u/1

    , -

    (pushover).

    , u/1

    .

    pushover.

    (5.1) 8

  • 8

    27

    , , : max1u

    1.5,

    pushover .

    1

    , q, :

    1

    & .

    .

    -

    & .

    .

    -

    3.30 2.64 3.15 2.52 4.95 3.96 4.20 3.36

    3.60 2.88 3.30 2.64 5.40 4.32 4.95 3.96

    3.90 3.12 3.45 2.76 5.85 4.68 5.17 4.14

    1 =

    = =

    2

    , q, kw=1.0:

    1

    & .

    .

    -

    & .

    .

    -

    3.00 2.40 3.00 2.40 4.00 3.20 4.00 3.20

    3.00 2.40 3.00 2.40 4.40 3.52 4.20 3.36

    3.60 2.88 3.30 2.64 5.40 4.32 4.95 3.96

    1 =

    = =

  • 28

    , 8

    ..

    .

    ,

    .

    ,

    . ,

    .

    rx s

    ry s

    :

    x, y =

    rx, ry = x y

    , :

    y

    x

    K

    Kr

    x

    y

    K

    Kr

    K =

    Kx, y = x y

    s = :

    m

    IKMs

    =

    ..

    m =

    . 5.2.2.1(4) 5.2.2.1 (6) 8

    (4.1b) 8

  • 8

    29

    .

    ,

    .

    ,

    ,

    . ,

    . 3.3.3 2000,

    0 , .

    . 3.3.3 2000,

    :

    z

    yx

    ucr

    z

    xy

    ucr

    :

    ux, uy = x y 0

    Fi,

    ,

    x y .

    z =

    cFi.

    c = (.. c=1).

    (5.2) (5.2),

    :

    1s

    x

    r 1

    s

    y

    r

    ,

    , rmx rmy, 2000,

    :

    (3.5 ,) 2000

  • 30

    1y

    KMKM,

    mK

    IK

    1

    x

    KMKM,

    mK

    IK

    ,

    x y :

    KM

    KM,

    I

    K ,

    m

    K xx ,

    m

    K yy

    , ,

    :

    x y

    ,

    x y

    ,

    ( )

    :

    , ,

    x y,

    , .

    rmx rmy

    rx ry E8

    .

    . ,

    .

    .

  • 8

    31

    ....

    .

    . ( ), VEd,

    , 1,d 2,d,

    .

    . 1,d 2,d

    :

    i:

    Rb

    RciRb,Rddi,

    M

    MMM Rb > Rc

    iRb,Rddi, MM Rb < Rc

    i ( ):

    iEd,di, MM

    :

    1.0

    Rd = =

    1.2

    Rb,i = i

    d,i = i

    Rc =

    (

    )

    Rb =

    .

    .5.4.2.2 8

    . (5.8) 8

  • 32

    beff,

    ,

    .

    . 5.2.3.3(3) 8

  • 8

    33

    ....

    ,

    ,

    (

    5-8 8).

    :

    MRc 1.3MRb

    :

    MRc = .

    MRb = .

    ,

    MRb.

    .

    , ,

    ,

    0.3 (d 0.3).

    (4)

    , (5.27)

    ,

    (3) (4) .

    8

    ,

    (4.29) . ,

    .

    (4.29) 8

    . 4.4.2.3 8

    . 5.2.3.3(2) 8

    . 5.2.3.3(2) 8

  • 34

    , , ,

    :

    Ec

    RciEc,iRc,

    M

    MMM

    , :

    EbEc MM

    (4.29) 8

    :

    Eb

    RbiEc,iRc, 31

    M

    M.MM

    (4.5) ,

    aCD (

    ).

    ,

    ( ), VEd,

    , 1,d 2,d,

    .

    : ()

    ( ,

    ), ()

    ,

    .

    1,d 2,d :

    Rb < Rc :

    Rc

    RbiRc,Rddi,

    M

    MMM

    Rb > Rc : iRc,Rddi, MM

    :

    .

    1.1

    Rd =

    1.3

    Ec,1

    Ec,2

    Eb,2

    Eb,1

    . 5.4.2.3 8

    . (5.9) 8

  • 8

    35

    Rc,i = i

    Rc =

    Rb =

    .

    , :

    cl

    d,2d1,Ed

    MMV

    cl .

    ,

    ,

    . ,

    c ,

    ,

    , .

    .

    . 5.9(4) 8

  • 36

    c

    , : c = b/cos.

    15%

    : b = 0.15L /cos :

    c = 0.15L /cos2

    c

    :

    1.

    ,

    :

    VEd,1 = fvkLtw

    L tw

    fvk ,

    .

    2. RdMRc,i

    c, MRc,i

    Rd=1.1 Rd=1.3 .

    :

    VEd,2 = 2RdMRc,i /c

    ,

    :

    fvkLtw VEd = min

    2RdMRc,i /c

    ,

    ,

    :

    .

    RdMRc,i

    , MRc,i

    Rd=1.1

    Rd=1.3 .

  • 8

    37

    hc, hc

    .

    1.5hc,

    .

  • 38

    ....

    , ,

    :

    4.00 m

    w min

    2hw/3 ( hw = )

    (

    ) . ,

    ,

    .

    , ,

    ,

    .

    ,

    .

    ,

    :

    ,

    65%

    (

    ). ,

    ,

    .

    , (.

    )

    20%

    .

    ,

    , : T1 0.5 sec.

    ,

    : rx s ry s.

    .

    .5.2.2.1.(3) 8

  • 8

    39

    ,

    ( ), :

    ( )

    .

    , q0,

    1.5

    ( 2/3).

    ,

    .

    .5.2.2.1(7) 8