Εγχειρίδιο Δυναμικής Των Κατασκευών

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ΕΝΟΤΗΤΑ ΠΡΩΤΗ Μονοβάθμιοι ταλαντωτές Εγχειρίδιο Δυναμικής των Κατασκευών 1

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Δυναμική Των Κατασκευών

Transcript of Εγχειρίδιο Δυναμικής Των Κατασκευών

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  • 1.1 1. - ( ) . , , . 1.2 1.1 , u , . m , k , c f f(t )= .

    1.1

    dAlembert . f , if , sf

    df . 2

    1 () .

    f

    ufd

    fs

    fic

    k m

    3

  • , ( ), Hooke, () ( ), , , . , . . :

    i d sf (t ) f (t ) f (t ) f(t ) m u(t ) c u(t ) k u(t ) f(t )+ + = + + = (.1) 1.3

    , (.. ) ( 1.2)

    1.2

    , , . , . 1.2 tu

    ug(t) us(t)

    ut(t)=ug(t)+us(t)

    4

  • gu -

    su , :

    t g su u u= + (.2.1)

    t g su u u= + (.2.2) t g su u u= + (.2.3)

    [.2.2] [.2.3] [.2.1] . , , . , :

    i d s t s sf (t ) f (t ) f (t ) 0 m u (t) c u (t ) k u (t ) 0+ + = + + = ( )g s s sm u (t ) u (t ) c u (t ) k u (t ) 0 + + + =

    s s s gm u (t ) c u (t ) k u (t ) m u (t) + + = , eff gf (t ) m u (t)= s, , , :

    effm u(t ) c u(t ) k u(t ) f (t ) + + = gm u(t) c u(t ) k u(t ) m u (t) + + = (.3)

    1.4 [.1] [.3] . , ( )0t 0= . ( ) ( ), . 0u(t ) 0u

    0u(t ) 0u ,

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  • 0 0 00 0

    f c u k uu(t ) um

    = = . , , . , m u(t) c u(t ) k u(t ) 0 + + = 0 0u(t ) u= , 0 0u(t ) u= . c c 0= c 0 . , , , crc .

    cr 0c 2 m= (.4)

    o 2 o km =

    oo

    2T = 3 .

    () ( ). :

    cr o

    c cc 2 m

    = = (.5)

    2 o 2 . 3 oT .

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  • .1.

    0=

    o0 o 0

    o

    o

    sin( t )u(t ) u cos( t ) u

    pcos( t )

    = + = +

    (.6)

    1

    0t0 0 00 d d

    d

    u uu(t ) u cosh( t ) sinh( t ) e + = +

    (.9)

    d 2d 0 1 = , 2d 0 1 = .

    [.6] ( )2

    2 00

    0

    up u = + 1 0

    0 0

    utan

    u =

    . [.7]

    ( )2

    2 0 0 00

    0

    u up u + = +

    1 0 0 00 0

    u utanu

    + = .

    n , n

    2 1i in n2

    i d i n

    u(t ) u 2ln ln n n2u(t nT ) u 1

  • dT

    dd

    2T = . , . . , . 1.5 of(t ) f sin( t )= of(t ) f cos( t )= . ( ) :

    0mu(t) cu(t ) ku(t ) f s in( t )+ + = (.11) 0 0u(t ) u= , 0 0u(t ) u= . c pu(t ) u (t ) u (t )= + , cu (t )

    pu (t ) .

    0

    = .

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  • .2. ( of(t ) f sin( t )= )

    c pu(t ) u (t ) u (t )= +

    (.12)

    ( ) 0tc 1 d 2 du (t ) C sin( t ) C cos( t ) e= + (.13) * 1 2C ,C

    ( ) ( )( ) ( )2op 2 22

    f 1u (t ) 1 sin( t ) 2 cos( t )k 1 2

    = +

    ( ) ( )o

    2 22

    f 1 sin( t )k 1 2

    p sin( t )

    = + =

    (.14)

    ( ) ( )

    o2 22

    f 1pk 1 2

    = + ,

    12

    2tan1

    =

    ( [.14]) D , ( ) .

    ( ) ( )2 22stmax(u) 1D( , )

    u 1 2 = =

    + (.15)

    0= 1= , D( , ) D(1,0) = = . ,

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  • 00

    1 1= = = . 0

    21 2=

    max 21D

    2 1=

    .

    2 2res res 00

    1 2 1 2 = = . 1.6 ( Duhamel) f(t )

    0t 0= . , : mu(t) cu(t ) ku(t ) f(t )+ + = 0 0 0 0u(t ) u , u(t ) u= = ( ) - ( ) .

    ( )( ) ( )

    t0 00 d d

    d

    tt

    dd 0

    u uu(t ) u cos( t ) sin( t ) e

    1 f( )sin t e dm

    + = + +

    (.16)

    [.16] Duhamel, . [.16] 0= d o = Duhamel [.16] . .

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  • 1.7 . , , . . Duhamel ( ). , . , t=t, . max stD u /u= stu

    of

    , ostfu k= .

    .3.

    Tt 2 max Tt 2 < max

    0 t t ( )ofu(t ) 1 cos( t )k

    = omax 2fu k= t t ( ) [ ]{

    [ ]}

    o

    u(t )f 1 cos( t ) cos (t t )k

    sin( t )sin (t t )

    =

    +

    omax

    2f tu sin( )k 2

    =

    tf0

    f(t)

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  • .4.

    t 0.37101 T max t 0.37101 T < max

    0 t t o

    u(t )

    f sin( t ) tcos( t ) 1k t t

    = +

    max max

    21

    2

    max

    u u(t )

    1 (t )cos1 (t )

    t

    = + =

    t t

    o

    o

    u(t )f

    [sin( t ) sin( (t t ))]kt

    fcos( t )

    k

    =

    max max

    max

    1

    u u(t )t

    cos( t ) 1tant sin( t )

    ==

    .5.

    t 0.5 T > max t 0.5 T < max , t 0.5 T = max ou f 2k=

    0 t t

    [ ]o 2fu(t ) sin( t ) sin( t ) ,

    k(1 )

    ,t

    = = =

    max max

    max

    u u(t )2t(1 )

    == +

    t t

    u(t )u(t ) sin( (t t ))

    u(t )cos( (t t ))

    = +

    max

    o2

    u

    f 2 cos( )k 1 2

    =

    f(t)

    f0 t

    f(t)

    f0 t

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  • 1.8 () , 0T ( 0 ) . 1.8.1 , ( 1.3), , ,

    0 00

    (T ) ( ) = = = .

    0

    2

    4

    6

    8

    10

    12

    0 0.5 1 1.5 2 2.5

    D(,)

    =0

    =0.05

    =0.1

    =0.2

    =0.3

    =0.4

    =0.5

    =1

    1.3

    ( ) , D

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  • =0, t tT 2 = ( 1.4 1t t = )

    .

    0

    0.2

    0.4

    0.6

    0.8

    1

    1.2

    1.4

    1.6

    1.8

    2

    2.2

    0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2

    t/

    D

    ()

    1.4 =0

    1.8.2 () ( ) [.3] ( ) , . , , , . , [.3] :

    g gc kmu(t) cu(t ) ku(t ) mu (t ) u(t ) u(t ) u(t ) u (t )m m+ + = + + =

    2

    2g g2

    4 4u(t ) 2 u(t ) u(t ) u (t ) u(t ) u(t ) u(t ) u (t )T T + + = + + =

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  • (.. iT T

    iT i T= i 0,1, 2,...= ) . ii 0 T 0 T 0= = = , , ( ), ( - ). , . dS ,

    vS , aS (

    maxu , maxu t ,maxu ). - -. .

    v dPS S= (.17.1)

    2

    vmPSmax E2

    = (.17.2)

    2

    a dPS S= (.18.1) amax V mPS= (.18.2)

    (PSv PSa) [.17.2, .18.2].

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  • 1.8.3 sf , . max du S= , :

    s d a aWf k S m PS PS Wg

    = = = = (.19)

    aPSg

    = , - g ( ). , ( , ) ( ) , . [.20.1-3]. : b sV f W= = (.20.1) : b sM h f h W= = (.20.2) : ac d2 2 2

    o

    PSv E I v E IM Sh h = = (.20.3)

    v=3 , v=6 h .

    1.8.4 , . ,

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  • , . - , sf . , - [..6].

    .6. ( )

    0 T

  • .

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