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5/27/2018 visoki stomanobetonni komini
1/66
.
2011.
5/27/2018 visoki stomanobetonni komini
2/66
, ,
, ,
,
.
113 , 48 24 .
18 , 18 18
. 145
, 4 141 .
.................................. ...................
.................
. 427.
5/27/2018 visoki stomanobetonni komini
3/66
.
02.15.04
: . -.
: . -.
. -.
2011.
5/27/2018 visoki stomanobetonni komini
4/66
.
.
. -. ,
. - . .
5/27/2018 visoki stomanobetonni komini
5/66
3
-
.
.
. ,
.
,
.
,
.
.
.
.
. -
.
.
.
, .
.
.
.
5/27/2018 visoki stomanobetonni komini
6/66
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.
5/27/2018 visoki stomanobetonni komini
7/66
5
.1.1.[86]
1.4.
. -
,
,
(GLC) ,
. ,
:- ;
- ;
- .
.
, , ,
, .
,
1:50 1:100, .
.
1.5.
1.5.1.
,
. , ,
, .
.
5/27/2018 visoki stomanobetonni komini
8/66
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
9/66
7
, ,
.
, .
, .
, .
, ,
. .
.
.
,
.
.1.2.
. .
, , ,
(.1.2).
, .
.
.
,
, .
, Reynolds
Strouhal, , , . -
Scruton Vickery. -,
, , Vickery
Basu,
(CICIND, ACI307). ,
25%-30% [10].
5/27/2018 visoki stomanobetonni komini
10/66
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)
5/27/2018 visoki stomanobetonni komini
11/66
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]
.
5/27/2018 visoki stomanobetonni komini
12/66
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)
5/27/2018 visoki stomanobetonni komini
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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.
,
, .
, ,
5/27/2018 visoki stomanobetonni komini
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12
.
, ,
20t
R .
, .
.
.
, -
. :
- ;
- ;
- ;- ;
Isada [66],
.
,
, :
- () Euler-Bernouli,
/;
- () Timoshenko,
, .
- ,
Timoshenko, ,
[43][78][83].
.
, -.
. -,
. , ,
, .
, .
(.1.6):
- ;
- ;
5/27/2018 visoki stomanobetonni komini
15/66
13
.
.
.
- - .
,
.
-
,
, .
.1.6.
, .
.
, [90]:- Raylegh-Ritz , -,
;
- , -Galerkin.
.
.
1.5.2.3. ,
1.5.2.3.1. -
.
5/27/2018 visoki stomanobetonni komini
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14
,
.
.
:
- ,
;
-
.
,
.
.
-, -
, ,
.
.
.
1.5.2.3.2.
,
. ,
( 300).
,
-.
1.5.3.
1.5.3.1. .
:
- , ;
- ,
.
:
- ;
- .
:- ,
;
5/27/2018 visoki stomanobetonni komini
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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]
5/27/2018 visoki stomanobetonni komini
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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.
-
.
.
.
5/27/2018 visoki stomanobetonni komini
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17
, .
,
.
,
.
.
.
.
. -
.
EN1992-1
.
, .
,
.
.
.
.
:
.
:
1.
;
2.
;3.
;
4.
;
5.
;
6.
.
5/27/2018 visoki stomanobetonni komini
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18
2
2.1.
, -
,
,
.
, , :
1.
.
( ) ,
.
2. .
3.
(, ) t
, .
4. ,
,
,
.
-
. ,
, -
.
-
.
2.2.
,
. :
- ;
- ;
- ;
- .
.
.
, .
5/27/2018 visoki stomanobetonni komini
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19
,
.
, ,
.
,
.
-
,
.
().
. -, ,
, ,
, .
.
.
,
.
. ,
.
, .
,
.
,
, ,
.
2.3.
2.3.1.
,
.
)(xEI )(xm ,
L . v
t, .. ),( txvv= .
5/27/2018 visoki stomanobetonni komini
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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) :
5/27/2018 visoki stomanobetonni komini
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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].
5/27/2018 visoki stomanobetonni komini
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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
d
fdrn
d
fdp
d
d (2.55)
:
( ) ( ) = 11 3)(p (2.56)
( )( ) = 11)(q (2.57)
5/27/2018 visoki stomanobetonni komini
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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)
5/27/2018 visoki stomanobetonni komini
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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
5/27/2018 visoki stomanobetonni komini
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25
)(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)
, .
.
5/27/2018 visoki stomanobetonni komini
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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
5/27/2018 visoki stomanobetonni komini
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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)
5/27/2018 visoki stomanobetonni komini
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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
.,
. -, -
-. -
,
.
,
.
,
.
5/27/2018 visoki stomanobetonni komini
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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),
5/27/2018 visoki stomanobetonni komini
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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
5/27/2018 visoki stomanobetonni komini
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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
5/27/2018 visoki stomanobetonni komini
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32
,
010 ,
5/27/2018 visoki stomanobetonni komini
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33
, 500 ,n . -
.
,
0k . ,
300%.
, .
10 n .
15% .
7%.
,
1n .
, 10
5/27/2018 visoki stomanobetonni komini
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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)
5/27/2018 visoki stomanobetonni komini
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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)
5/27/2018 visoki stomanobetonni komini
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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
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
5/27/2018 visoki stomanobetonni komini
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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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54
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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55
( ) [ ]( ) ( )[ ] 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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56
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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58
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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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.
;
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;
3.
,
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;
5.
.
6.
;
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2. , .
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, 2010
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