Post on 22-Feb-2018
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
1/269
B
M S
M T
S
C E
T D
F 2014
A:
D..C.R.B
P...D.A.H
I.D.C. K
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
2/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
3/269
C TU D
I
T M S I .
T C C MS
C E G D U T. T
, :
D..C.R.B S , D U T
P...D.A.H S , D U T
I.D.C. K S , D U T
D, F 2014
M S
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
4/269
C TU D
II
I
. T
.
I ,
, M. F,
,
, .
I ,
, MF. F
.
M, ,
.
F
. T
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
5/269
C TU D
III
I .
I , D R B,
, . I
B .
I P H V K,
, .
T . S,
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
6/269
C TU D
IV
P ..................................................................................................................................................... I
A ................................................................................................................................................... II
A .................................................................................................................................. III
L ...................................................................................................................................... XIII
I............................................................................................................................................. 1
1 ....................... ......................... ............................ .................... ........................... ... 3
2 W : ....................... ............................ ....................... ........................... ........... 6
2.1 A .......................... .......................... ......................... ............................ ......... 10
2.2 S ...................... ............................... ................... .................... 14
2.3 B ........................ ............................ ................... .......................... 16
2.4 D ........................ ...................... ............................ ................... .............................. .... 16
2.5 W .......................... ...................... ............................ .................... ........................... . 19
2.6 A ...................... ............................ .................... ................. 20
2.7 S ............................ ......................... ........................... .......................... ......... 22
D 1: .......................................................................................................................... 25
3 W : ......................... ............................ .................... ................. 31
3.1 W ........................ ............................ .................... ... 33
D 2: .......................................................................................................................... 37
3.2 P ........................ ............................ ................... ............ 41
3.3 W ................... ........................... ........................ .......................... . 44
3.4 W ...................... .............................. .................. 46
4 W .......................... ....................... ................... 49
D 3 ........................................................................................................................... 56
D 4 ........................................................................................................................... 60
4.1 W ..................... ........................... .................... ................. 64
4.2 W ...................... .............................. .................. 665 A ......................... ......................... ................. 69
5.1 I ............................... ................... ............................... ................... ....................... 69
5.2 N ......................... ............................ ..................... .......................... ...... 71
D 5 ........................................................................................................................... 71
D 6: .......................................................................................................................... 76
D 7 ........................................................................................................................... 79
6 I ......................... ...................... . 82
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
7/269
C TU D
V
6.1 W ........................... ................... . 82
6.1 W ........................... ............ 86
6.1 C ......................... ...................... . 86
B .................................................................................................................. 87
S : ..................................................................................................................... 89
6.2 C Y ..................... ............................ ................... . 93
D 8 ........................................................................................................................... 93
7 E ............................ .................... ................. 95
7.1 E : ...................... ........................... ....................... ........................... . 95
7.2 E ....................... ............................ .................... ... 99
7.3 E ...................... ........................... ....................... .......................... 103
7.4 E ...................... ............................ ...................... ............. 106
8 P ............................ ...................... ............................ .................... .......................... 109
8.1 P ............................ ......................... ........................... .......................... ....... 109
D 1 ......................................................................................................................... 109
D 2 ......................................................................................................................... 115
S : ................................................................................................................... 118
9 C : ....................... ........................... ........................ .......................... ....... 122
9.1 C ............................ ...................... ............................ .................... .......................... 122
9.2 L ...................... ............................ ................... ........................ 122
10 A 1: ......................... ...................... .............................. .................... ............................ . 124
10.1 V ......................... ....... 124
10.2 M .......... 125
11 A 2: ......................... ...................... .............................. .................... ............................ . 126
A.1: P : ................................................................................................................................ 126
A ............................................................................................. 127
D .................................................................................................................................... 127
M .................................................................................................... 127
A.2: T : .................................................................................................... 130
A .................................................................................................................. 130
S ................................................................................................................................... 130
A ............................................................................................. 130
L ......................................................................................................................... 131
M .................................................................................................... 131
12 A 3: ......................... ...................... .............................. .................... ............................ . 135
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
8/269
C TU D
VI
12.1 W .......................... ......................... ............... 135
12.2 W .......................... ............... 136
13 A 4: ......................... ...................... .............................. .................... ............................ . 137
14 A 5: ......................... ...................... .............................. .................... ............................ . 138
15 A 6: ......................... ...................... .............................. .................... ............................ . 139
16 A 7: ......................... ...................... .............................. .................... ............................ . 140
17 A 8 ....................... ...................... ............................ ................... ............................ ....... 141
18 A 9 ....................... ...................... ............................ ................... ............................ ....... 142
19 A 10 ........................ ...................... .............................. .................... ........................... .. 143
20 R: ......................... ...................... .............................. .................... ............................ . 144
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
9/269
C TU D
VII
F 1.1 : A B , / 3
F 1.2 : A T ( ) .......... 4
F 2.1 : C ............................ ................... ... 6
F 2.2 : I ..................................................................................... 7
F 2.3 : R .................................................................................... 8
F 2.4 : A .......................................................................................................... 10
F 2.5: V ...................... ...... 13
F 2.6 : . ............................ ............ 15
F 2.7 : V .......................... ................... . 19
F 2.8 : ......................... ................... ............... 20
F 2.9 : V ............................... 22
F 2.10 : S ........................... ..... 24
F 2.11 : V K1 K2........................ 25
F 2.12: E ............................................................................................................... 26
F 2.13: ......................................... . 28
F 3.1: ............................................................................. 31
F 3.2 : E ................................................................................................................. 37
F 3.3 :
.............................................................................................................................................. 38
F 3.4: S ........................ ....................... ... 39
F 3.5 : ................................... 40
F 3.6: S ...................................... 42
F 3.7: A ...................................... 42
F 3.8: D ............................................. 43
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
10/269
C TU D
VIII
F 3.9: B 1 ............ 43
F 4.1: C .......................................................................... 49
F 4.2 : A .......................................................................................................... 50
F 4.3 : V ............................................................................. 51
F 4.4 : M .......................................................... 52
F 4.5 : E ................................................................................................................. 56
F 4.6 : A
....................................................................................................................................... 58
F 4.7 : S ....................................... 59
F 4.8 : L
...................................................................................................................................................... 59
F 4.9 : V .............................. 62
F 4.10 : V ................. 62
F 4.11 : V ......................... ... 63
F 4.12: L ..................................... 63
F 5.1 : C ............................................................................ 70
F 5.2 : M F 1 ......................................................... 72
F 5.3 : A .......................... ................... . 73
F 5.4 : C 1 ........... 74
F 5.5 : C 2 ........... 74
F 5.6 : E M F ......................................... 75
F 5.7 : E ...................................................................................... 76
F 5.8 : A .................. 77
F 5.9 : B 1 .......................... ... 78
F 5.10 : E E .................................. 79
F 5.11 : V .................... . 80
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
11/269
C TU D
IX
F 5.12: V ........... 81
F 6.1: C ........................................................... 82
F 6.2 : I ................................................... 87
F 6.3 : I ...................................................... 93
F 7.1 : D .................................................................................................................... 95
F 7.2 : V ........................................ 97
F 7.3: V ......................... 97
F 7.4: V 1 .................... 98
F 7.5: V 2 ....................... ...... 98
F 7.6 :D ..................................................................................................................... 99
F 7.7: V ............................................. 100
F 7.8 : V ........................ 100
F 7.9 : V 1 .................. 101
F 7.10: V 2 ................. 101
F 7.11: V ....................................... 102
F 7.12 : D ................................................................................................................ 103
F 7.13: V ........................... ....... 104
F 7.14 : V ..................................................... 104
F 7.15 : V 1 ....................... 105
F 7.16 : V 2 ....................... 105
F 7.17 : V ................................................... 106
F 7.18 : D ................................................................................................................ 107
F 8.1 :S , 1 ................................................. 110
F 8.2 : D ......................................................................................................... 112
F 8.3: D ....................................................................................... 112
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
12/269
C TU D
X
F 8.4 : S , 2 ................................................................ 115
F 10.1: ..................................................................................... 124
F 11.1 : ......................................................................................... 126
F 11.2 : V ........................ ............... 128
F 11.3 :
............................................................................................................................................................. 128
F 11.4 : 129
F 11.5 : K1 K2
......................................................................................................................................... 129
F 11.6 :
............................................................................................................................................................. 132
F 11.7 :
............................................................................................................................................................. 132
F 11.8 :
.................................................................................................................................... 133
F 11.9 :
............................................................................................................................................................. 133
F 11.10 : K1 K2
............................................................................................. 134
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
13/269
C TU D
XI
T 1: ......................... ............................... ................... ....................... 26
T 2: C ................................................ 27
T 3 : P ................................................................................................ 38
T 4 : P ................................................................................................ 38
T 5 : S
............................................................................................................................................................... 40
T 6 : .................................................................................. 57
T 7: P 1 ......................................................................................................... 60
T 8: V 1 ......................................................................... 60
T 9 : P 2 ........................................................................................................ 60
T 10 : V 2 ...................................................................... 60
T 11: P 3 ....................................................................................................... 60
T 12 : V 3 ...................................................................... 60
T 13 : C ..................... ......... 70
T 14 : P ........................................................................................... 71
T 15 : P ......................................................................................................... 71
T 16 : R
..................................................................................................................................... 73
T 17 : S
................................................................................................................................................... 73
T 18 : P .............................................................................................. 76
T 19 : R
..................................................................................................................................... 76
T 20 : S
..................................................................................................................................... 77
T 21 : C . ..................................................................... 79
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
14/269
C TU D
XII
T 22 : R
..................................................................................................................................... 80
T 23: R ............... 94
T 24: P .................................................................................... 96
T 25 : S ................................................................... 96
T 26 : S ................................................................... 99
T 27 : S ......................... ...................... .................. 103
T 28 : .................................................................. 107
T 29 : A ................ 108
T 30 : B 1
............................................................................................................................................................. 108
T 31: ......................... ....................... ............... 109
T 32: ........................ . 113
T 33: D .............................................................. 115
T 34 : I .............................. 116
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
15/269
C TU D
XIII
2 1
2 2 ,
, 1/
, , ,
1/
1 2
2 2 1 2 2 2 1 2 2 2
2
2 . /2
/2, /2 /2
I /2
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
16/269
C TU D
XIV
I /2 /2
, 1 4 2 4 1 2 4 4 4 1 4 2 4
, 4
, ,
1 / 2 / / 1 . 1 . .
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
17/269
C TU D
XV
1 2
/3
, , 1/ , , 1/
() 1 .() 2 .
1 .
2 . . .()
, ./
() () /
/ ,
() / 1
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
18/269
C TU D
XVI
2
/2 /
,
()
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
19/269
C TU D
1
T
. F,
. T
. F
.
T . T
. T . T
.
A .
M / . T
.
B ,
, . C
. T,
.
T . T . T
, . T
,
, . T
.
T H B 1962. A B,
R, C C. B
,
,
. M 1.
T
. T
.
1.
I
2.
I
. F
,
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
20/269
C TU D
2
. N
.
3.
I
.
4.
T
.
5.
I
. T
.
6.
I ,
.
7.
T
.
8.
F
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
21/269
C TU D
3
1
M . F
.
H B [2] 1962 . A
B
F 1.1 , . R [14], [18] B
,
. A
,
, , , . D
.
(B, A 1962) 1.1 : A B , /
N , V .
L 1967 C C [3], [4] R B
. T C C
,
. A ,
.
M, C C
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
22/269
C TU D
4
. I
1972, C
.
I 1972 TSO C [6] C
.
B
. F,
.
J S 1967 R
. S
R ,
. I
. (S F 1.2) T
. A S
,
.
(S, N 1967)
1.2 : A ( )
T
. H,
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
23/269
C TU D
5
A ,
. F,
. I ,
. I ,
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
24/269
C TU D
6
2
O . T C
1962. I
F 2.1. F, :
C .
C ,
T
T .
T 1
2 .
T T
T
I ,
. F,
. T
2.
2.1 : C
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
25/269
C TU D
7
N
A.C [3]. T , M. T
ACAD . F, M
.
C F 2.1. T
. T
, . (SF 2.2). A
,
. T
:
o ()o
()
o
()o ()o ()o o ()
( )
1 2
, 1 2
2.2 :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
26/269
C TU D
8
S
F 2.3 .
2.3 :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
27/269
C TU D
9
1)
R . (F 2.3 ). D
, . I
,
.
= 2 + . + 2 + . = . ( 2.1 )2)
D . (F 2.3 ). B
1. F 1.
=q.
2 ( 2.2 )
I . N :
= + ( 2.3 ) = 2
. ( 2.4 )
3)
D (F 2.3 ). A ,
, 1
2. N
. = . + ( 2.5 )
4)
V ,
(F 2.3 & ). A
, ,
, .A ,
. I , . = + + = 0 ( 2.6 )1T 1
1.1
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
28/269
C TU D
10
= () +
()
+
() = 0
( 2.7 )
2.1
C (F 2.4) ,
.
() = () ( 2.8 )B , .
= ( 2.9 )T )
) . C
F 2.4,
:
2.4 : A
()
1N()
Z
Z=H
2
N()2
()
()
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
29/269
C TU D
11
= () + . ()
= .
( 2.10 )
= 2 + . ()
+ = . ( 2.11 )+ = () () =(+ )
() ( 2.12 )W
,
(), .
()
() . S ( 2.8) :+ = () .()= (+ ) () ( 2.13 )T :
()=
() ()(+ )
( 2.14 )
B ( 2.7 ) ( 2.14 ) ,
:
= () + 112 () 1+ 1 () = 0 ( 2.15 ) () ()(+ ) . 12 + + . . 2 = 0 ( 2.16 )S :
+ = ( 2.17 ) + = ( 2.18 )G:
. 2. . . + . . = . 2. ( 2.19 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
30/269
C TU D
12
A ( 2.19 )
:
. . . . = ( 2.20 )1 + . . . = ( 2.21 )N , () . O .
() . ()= .()( 2.22 )
T (ODE)
. N M . M
1.
B :
T . A
( 2.8 ), . T
=0 ( 2.7 ). I ,
. T
( 2.7 ) . T
, . C
ODE ( 2.22 ) :
1.
= = 0 ( 2.23 )2.
= 0 = 0 ( 2.24 )A , :
= . . . 2 . + . csh +.+csh ( 2.25 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
31/269
C TU D
13
T :
()= ( 2.26 )W () :
= ch ch ( 2.27 )T
F 2.5
2.5:
C F 2.5, , ,
. A ( 2.20 )
( 2.21 ) , , . , ,
. F,
. T ,
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
32/269
C TU D
14
. A ,
.
I .T ,
. N
0 ( 2.33 ).
2.2
A ( 2.9 ) ,
:
= . 1H.coh() inh() .coh(( ))+.coh().coh() ( 2.28 )T :
()=.
( 2.29 )I := 1H.coh() inh() .coh(( )) + . coh().coh() ( 2.30 )T () F 2.6. A ,
,
. M, .T
. C
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
33/269
C TU D
15
()= ()
( 2.31 )
()= +
inh
( 2.32 )
2.6 : .
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
34/269
C TU D
16
2.3
B
, , . S , ()
:
=. 12 1 (). ( 2.33 )W N() . A ( 2.26 )
:
= 2. . 1 2 . ( 2.34 )= 2. . 1 2 . ( 2.35 )A
. T , .
2.4
T ( 2.7 )
( 2.14 ) . A ,
.
()=() () ( 2.36 )
()= () () ( 2.37 )= () + 112 () 1+ 1 () = 0 ( 2.38 )S ( 2.36 )
( 2.7 ) .
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
35/269
C TU D
17
() +
()
().(
+
) 1+ 11 () (+ ) ()= 0( 2.39 )
B , ODE : () () = 1 . () (). ( 1) ( 2.40 )W , :
()=( )2 B
T
:
1.
= 0
= 0 ( 2.41 )
| = 0 ( 2.42 )2.
= | = 0 ( 2.43 )
. = . . ( 2.44 )B N
( 2.36 ) ( 2.7 ), =H .
N,
. C :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
36/269
C TU D
18
()= 4
. 1
.
. 6. 4.
+ . 6. + 4. . +24. 2.+24. 24 . +24. 24
( 2.45 )
A () .
T
. I . T,
() (H)
K. T F 2.7.
= 8 . ( 2.46 )W :
= + 8. sinh .csh 8.csh + 4 + 8 ( 2.47 )
C F 2.7, ,
. F, . A ( 2.20 ) ( 2.21 ) . I , . T . A ,
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
37/269
C TU D
19
2.7 :
2.5
T
F 2.8 .
=(+ ) + (+ ). + . 2 + = 0 ( 2.48 )C 2, :
=. 2 . . () ( 2.49 )= . 2 . . () ( 2.50 )I ()
()= ( ) =
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
38/269
C TU D
20
H, :
=. . 1 2 .() ( 2.51 )=..
1
2 .() ( 2.52 )
I ( 2.28 ) F 2.6. I
,
:
= =2 1 ( 2.53 )
2.6
T
F 2.8.
1 ( 2.8)
= . . + = 0 ( 2.54 )
M2+M2
N+N
S2+S2
S2
N
M2
22
1 2
N+N
S1+S1
N
S1M1
M1+M1
2.8 :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
39/269
C TU D
21
2 ( 2.8)
= . + + = 0 ( 2.55 ) =12 . + ( 2.56 ) ( 2.51 ) ( 2.52 ). A .
=
1
...() .
2 . . .coh()+ H.inh( ).coh() ( 2.57 )
T :
= 1. . 2 . , ( 2.58 )I
,
:
,=coh() +.inh(H z)coh()() ( 2.59 )F F 2.9 ,
. C ( 2.58 ),
. F, , .
A ,
. T (), . F , , .
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
40/269
C TU D
22
2.9 :
2.7
U
, , , . A
. C . T
F 2.10. T
.
=() ,.. + , ( 2.60 )=() ,.. + , ( 2.61 )I , . F, 1 2 1 . N ,
2 C D.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
41/269
C TU D
23
T :
1.
A . I
, F 2.10 . I K2
, :
= 00 ( 2.62 )C :
=
+ . . .
+ .
00 ( 2.63 )
= + . . . . 00 ( 2.64 )
2.
A . I
. I K1
:
= 00 ( 2.65 ) = . = . 0 0 00 ( 2.66 ) = . = . 0 0 00 ( 2.67 )
S ( 2.60 ), ( 2.63 ) ( 2.66 ), 2 .
= 200. . . + + 2 ( 2.68 )
T F 2.11. A , ,
. F,
,
. I
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
42/269
C TU D
24
, .
M,
.
2.10 :
N , . .
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
43/269
C TU D
25
2.11 : 1 2
1
C F 2.12. T
T 1. I 20
17N/.T , ,
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
44/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
45/269
C TU D
27
2: C
[
4] 3.125
[4] 8.575 [4] 11.7 [2] 1.5 [2] 2.1 = + [2] 3.6 [2] 0.12 [4] 0.0016 1.2
= 0.073728
= + [4] 0.00149.
D = + . . . =1 + 3.611.71.5 2.1 8.5= 1.18 = 1.088=12.. . . =12 0.00149 82.5 3 11.7 = 0.00235 = 0.0485 = 1.099 0.0456 60 = 3.17
.
B F 2.5 ( 2.26 )
.
.
T
( 2.34 ) ( 2.35 ). T
F 2.13
. A ,
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
46/269
C TU D
28
. F ,
.
2.13: D
.
T , F 2.6 . T
= 0.412
0.36.
:
= . = 1 7 6 01.1858.5 0.36 = 36.5 Nm C :
= . = 109.4 T :
= . 2 =09.36 2.2 = 36.7 . I ,
. T ,
,
. T
108.17 N. N ,
,
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
47/269
C TU D
29
.
T , F 2.7
( 2.46 ). F
= .088
= 3.17,
0.35.
()= 8. = 1 7 6 08 3 6 1 0 11.7 0.35 = 0.0228 A , 0.355
, :
= 8 =0.063 .
N
. U F 2.11 : =4% =%I . = 2 . = 2 7 6 0 = 30600 . P : . = 0.4 30600 = 3770 .T .
M 1: = . . = .. 3770=3678 .M 1: = . . = .. 3770 = 0092 . P : . = 0. 30600 = 6830 .
.
H ,
.
E :
= + + . . =3.2+8.7+ .2.3.6 8 = 67.7 C 7.45
F 2.12.
= 3677.882.3.2 + 68307.467.7 =467.8
= 3677.882.
3.2 +68302.4
67.7 =2390.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
48/269
C TU D
30
=009.123.5
8.575 168300.05
67.6 = 4109.9
= 10092.12 3.58.575 168307.0567.6 = 5701.1 I
:
= =. . =306002.511.7 = 6538.5
= =
. . =306003.511.7 = 9153.9 . F,
. U ( 2.51 ) ( 2.52 )
.
=.. 1 2 . ()=17 60 3.12511.7 = 272.5
=..
2 . =
7608.7.7 =747.6
T F 2.9 2.7 . B ( 2.58 ) . = . . 2 . = 7 8.7.7 .88. 3.2.7 8 . 2.2 2. 2.7=7.9 kNB ,
: = 7 0.7329+0.4690.0033 3 = 37.4
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
49/269
C TU D
31
3
I ,
. H
. A ,
. T .
I ,
. B ,
.
T
. A .
I ,
. T F 2.3 ,.
3.1: C
A , . T
. T
. T , :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
50/269
C TU D
32
= + + + ( 3.1 ), 1 ( 2.1 ), ( 2.2 ) ( 2.5 ) .= . ( 3.2 )I , . .
= += 1+ 1= ( 3.3 )I ,
. H, 1 2 .
= = =+ + ( 3.4 )I :
1
2
.
1
2
1
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
51/269
C TU D
33
T
, () () .= = ( 3.5 ) = = ( 3.6 )N 1 2 1 2.
I
:
= + 2 + + + . + 0 + = 0( 3.7 )
3.1
T ,
. S
( ( 3.7 )) , ,
. T
.
B ( 3.7 ) . T H
.
= 0 + 2 0 + 0 0. . + 0 + = 0 ( 3.8 ) + 0. 2 0. . 2 0 . . . 2 . = 0 ( 3.9 ) + 0. . 0 0. . . ( 3.10 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
52/269
C TU D
34
S , :
1.
= 0
= . . . ( 3.11 )2. = = 0 ( 3.12 )W:
= 2. ( 3.13 ) = + . ( 3.14 ) = + ( 3.15 )
= + ( 3.16 )
T ODE . F,
.
, = 2 2 2.. 2 + .
+
2
+2
. 2 + . +2+2 / . +. ( 3.17 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
53/269
C TU D
35
,
=
.()+ 2( ) .()+ 2+ 2.()+ 2( ) .() +2()+2(). / () +.()
( 3.18 )
A ( 2.13 )
. H :
,,,()= 2 2.() (2 + ( )) .() + 2+ 2.() (2 + ( )) .() +2.()+ 2()/ .() +.() + /2
( 3.19 )
T ( 3.20 )
.
= . ( 3.20 )
B
1.
At = 0 = 0 ( 3.21 )2.
= 0
= +
+ = 0 0
( 3.22 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
54/269
C TU D
36
I , . T,
=0 . F, ,
. T
.
,()= + .( ) 12 ( 1) 23 + 16 . ( + 1)+ 4 2 + 2 (2 + ( .+ 2 4+ 23 + 6 . + + 2 + 4 + 2+ . + . . + 2 . + . + . / . . +.
( 3.23 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
55/269
C TU D
37
2
T , 0
. F
. T
F 3.2. T . T
T 3 T 4.I
,
.
I.
S
, 3.17.
II.
S ,
, . T
, M (
F 3.3)
3.2 :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
56/269
C TU D
38
3 :
[] 0.3
[] 5 [] 0.3 [] 7 [2] 1.5 [2] 2.1 [4] 3.125 [4] 8.575= + [2] 3.6
=
+ [4] 11.7
4 :
[N/3] 102000
= [N.] 318750= [N.] 874650= [N/] 153000= [N/] 214200= [1/2] 0.002356= + 1.185072
A F 3.3,
. F ,
; . B,
. T
.
3.3 :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
57/269
C TU D
39
III.
T
= 0.03721
= 68.432
. T
F 3.4 . N
. F,
. N
.
C :
=
. = 68.43 3 = 205.3
T : = . 2 =20.29 2.2 =26.6 .C ,
. T
.
3.4:
IV.
F ,
. A
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
58/269
C TU D
40
. A
F 3.5. T 0.271 .
5 :
S
[N/2]
F
6 0 0 0
0
3.5 :
V.
S
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
59/269
C TU D
41
=((0) (0). ).
.
+ (0)
=(306002968.548.5) 2.5
11.7 + 2968.54
1.5= 3125.8 = 0 0. . . + 0 =832.2 = 0 0. . . 0 = 306002968.48. 3..7 2968.42. =92. = 0 0. . . + 0 =309.2 C ( T 5) . S
.
3.2
I
. T
. T
: = 02000, 002000,0002000 00002000 /T , ,
F 3.6 F 3.9 .
F , ,
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
60/269
C TU D
42
3.6:
3.7: A
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
61/269
C TU D
43
3.8: D
3.9: B 1
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
62/269
C TU D
44
T
:
3.3
T , ,
. N ,
. T
.
()= ( ) ( 3.24 )A
,()= . + . . . + .+ .
/ . + .
( 3.25 )
, = . + . +.
. + . . / . + .sinh ( 3.26 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
63/269
C TU D
45
,,, = + . + . . . + .+ . / . + .
( 3.27 )
, = .sinh + 2 2+ 3 + + 3 + + 2 2 . + + . + . 2 3 + + 2 3 + . + + + . / . +
( 3.28 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
64/269
C TU D
46
3.4
A ,
. T .
()= 6 ( ). (2 + ) ( 3.29 )A
,()= 13 32 + 3. + 2 + 3 .+ 32 3. +
2 + 3 .
+ 3. +/ . + .
( 3.30 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
65/269
C TU D
47
, = 3 32 + 3. 2 2 + 2 + 3 . + 32 3 . 2 2 + 2 + 3 .+3. + / . + .
( 3.31 )
,,,= 6 . 2 + + 3 32 + 3 . + 2 + 3 .
+
32
3. + 2 +3 .+ 3. +/ . + .
( 3.32 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
66/269
C TU D
48
,()=3 3 + 3 + + .( )+ 12 (3+ 6)
+
( 1)
2
+
20
+
+ 2
2 + 32 3 + + . 3 2 2 + 20 +
32
3
+
+ + . 3 . + . + / . +
( 3.33 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
67/269
C TU D
49
4
I
. A ,
. I
( ) ,
. I
. A . T
A.C [4].
4.1: C
A , (F 2.3).
N ( 4.1 )
. T , ( 1)
( F 4.3)
=
0 ( 4.1 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
68/269
C TU D
50
T :
. = () (). ( 4.2 )C F 4.2
:
()= ( 4.3 )
S ( 4.1 )
,
. N
.
() . ()= .()( 4.4 )
W () ( 2.20 ) ( 2.21 ).
T :
. 12,, 1 . 1+ 1 ()
+ . = 0 ( 4.5 )
21 2
N() N()
2
4.2 : A
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
69/269
C TU D
51
U ( 4.1 ) =0
( ( 4.5 )), .
= .(0) ( 4.6 ) =, . , . ( 4.7 )I , ,, , . N, ( , .
= 0 + ( 4.8 ) = + = 0 0. . ( 4.9 )W , : = + ( 4.10 )
= + ( 4.11 )
4.3 :
M10 M20
N0
N0
1 2
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
70/269
C TU D
52
N , , , 1 2 ( 3.5 ) ( 3.6 ).B F 4.4
.
= . 2 + + 0 . 2 + ( 4.12 ) = . 2 + . 2 + ( 4.13 ) + = .
. + 0 = 0 . 0. ( 4.14 )
S ( 4.6 )( 4.9 ) ( 4.1 )
. F, , .
2 0 . +
+ . 0 0. . 0 + = 0 ( 4.15 )
2221
N(0)
Q0N(0)
Q0
4.4 :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
71/269
C TU D
53
B
1.
= 0
0. + . = . 0 0. ( 4.16 )2.
= = 0 ( 4.17 )I :
= + = 2 , = 2
( 4.18 )
N , . S
. W
S ( 4.4 )
.
,= 2 2 + 2 2 . 2 + +.+ 2 + 2 + 2. 2 + . +2 +.+2. / +. + . .
( 4.19 )
B ,
. F,
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
72/269
C TU D
54
,()= 2 + 2 2.+ 2 + .+ 2 + 2 + 2.+2 . +2+.+2. / +. + .
( 4.20 )
B ( 4.2 )
( ( 4.19 )) .
T , .
1.
At = 0 = 0 ( 4.21 ) = 0 0 + . .
0
( 4.22 )
T
.
,= 2 2 + 2 2. + 2 + 23 + 6 . +.+ + 2 + +
2 + + 2
+ 2
2 . + 2 + 23 + 6 + + 2 + + 2 + + 2 + 2 . 2 +. 22 / +. +
( 4.23 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
73/269
C TU D
55
T ( 4.24 )
( 4.2 ).
. = + ( 4.24 )W :
+ = () (). ( 4.25 )A
:
(+ ),() = . 2 + ( 2) 2.() + ( 2 + ( 1). ( +1). ( ))+1. .() + 2 + ( 2). +2.() + . ( 2 + ( 1). ( + 1). ( ). ) .() +2 +1).() +2() / + 1. () + ()
( 4.26 )
N , ,
. T . T M 3.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
74/269
C TU D
56
3
C . B
(S F 4.5). A
. I
.
4.5 :
T T 6. F
.
I.
B ( 4.19 ) ( 4.20 ) . A
. T F 4.6
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
75/269
C TU D
57
6 :
, [] 0.4
, [] 0.3, [N/2] 36000000, [4] 0.0016 =,, [] 3.221184= [1/] 0.831419
=
[1/] 0.153872
[N.] 1193400 [N/] 89250= + [1/] 0.985291A ,
. A ,
.
A ,
. T
.
II.
A ,
F 4.7. A
= 0.118 .
M : = 61.018 M : = 6.08 3 = 83.24 M :
83.24 . = 228.8 .
T F 4.7
. T
. I
,
. T,
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
76/269
C TU D
58
4.6 : A
III.
L
. T
. T,
. A F 4.8 . T
. H
27.1 26
.
IV.
S
.
=((0) (0). ).
.
+ (0)
=(306002789.448.5) 2.511.7
+ 2789.441.5= 3331.8 = 0 0. . . + 0 =387.
= 0 0. . . 0 = 306002789.448. 3..7 2789.442. =732.8 = 0 0. .
.
+ 0
=3389.4
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
77/269
C TU D
59
4.7 :
4.8 :
C
. I
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
78/269
C TU D
60
4
I
. A ( 4.7 ) ( ). T, F 4.5 . I , . T
. N ,
= 000 . T T 7 T 12.
7: 1
B 1, [] 0.4, [] 0.3, [N/2] 36000000, [4] 0.0016 = ,. , [] 3.221184
8: 1
= [1/] 0.831419 = [1/] 0.153872 [N.] 1193400 [N/] 89250 = + [1/] 0.985291 9 : 2
B 2, [] 0.8, [] 0.6, [N/2] 36000000, [4] 0.0256 = ,. , [] 51.53894
10 : 2
= [1/] 0.41571 = [1/] 0.076936 [N.] 2386800 [N/] 178500 = + [1/] 0.492646
11: 3
B 3, [] 1.2, [] 0.8, [N/2] 36000000, [4] 0.1152 = ,. , [] 231.9252
12 : 3
= [1/] 0.311782 = [1/] 0.057702 [N.] 3182400 [N/] 238000
= + [1/] 0.369484
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
79/269
C TU D
61
T , ,
F 4.9
F 4.12. C , ,
. B
. A
. F,
. T
, . H,
,
. I
, .
A ( 4.6 ), ( 4.8 ) ( 4.9 ) ,
.
= . (0)= 3.22 58.7 = 189.04 =.38.72=964.8 = 23.92 .34 = 240. , = 0 + = 2789.+89.048920 =3.330 , = 203+964.87800 =.680 , = 782.8+240.238000 =.270 , = 0 0 + . = 30600 2789.+89.04 8.93400 = 4 . 4 0 , = 30600 203+964.8 8.
2386800= 2 . 0
, = 30600 782.8+240. 8.382400 = . 0 A .
F,
,
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
80/269
C TU D
62
4.9 :
4.10 :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
81/269
C TU D
63
4.11 :
4.12:
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
82/269
C TU D
64
4.1
F ,
. T ( 4.27 ) T ( 4.34 ).
A , = + . + . + . + / +. + .
( 4.27 )
,
=
+
. +
+ . + . ./ +. + .( 4.28 )
+ ,
= + .+ + + .+ + + + .+ + / +. + .
( 4.29 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
83/269
C TU D
65
, = + . + 2 3 + + + 2 3 + + 2 + .
+ 2
3
+
+ 2 3 + + + + / +. + .
( 4.30 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
84/269
C TU D
66
4.2
A
, = 3 32 + 32 +3 + 3 . + 2 + 3 + .+ 32 + 32 3 3 .
+ 2 + 3 .+ 3 +. + / +. + .
( 4.31 )
,= 3 32 + 32 +3 + 3 .+ 32 + 2 + .+ 32 + 32 +3 + 3 .
+ 32 2 + .+3 + . + / + + .
( 4.32 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
85/269
C TU D
67
(+ ),= 3 32 + 32 +3 + 3 .+ + 2 + 3 +.+ 32 + 32 3 3 .
+
+2
+
3
.+3 +. + / +. + .
( 4.33 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
86/269
C TU D
68
, = 3 + 32 + 32 + 3+ 3 . + 2 + 2 + 20 + + 2 4 + 2 + 20 +
+ 32 + 32 2 + +3+ 3 .+ 2 2 + 20 + 2 2 + 20 + + 3
2 + + 3
2 + 3
2 +
2 +3
3 3. 3 +. + .+ / +. + .
( 4.34 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
87/269
C TU D
69
5
A , :
. U
. F,
. I
. F,
.
5.1
I ,
. O . T
. T
. T
,
,
.
A ,
. F,
, . T
, . T
.
I
, 103 104
. A,
. J
S . T
T 13. (F F 5.1).
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
88/269
C TU D
70
5.1 : C
13 : C
0.5 50 200
1.0 100 700
2.0 200 2600
3.0 300 6300
5.0 500 21500
(J S, 1969)
=
=
1 ( )
() ()
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
89/269
C TU D
71
5.2
F ,
. F , M F, . T
, F 5.2. T . T
4.
5
I , . T
. N ,
(E) 36*106N/2. F,
17 N/ . T
. F : , ,
. T T 14 T 15. M
1.
14 :
S P4
S [2] 1.5
S [4] 3.125
S 3S [2] 2.1
S [4] 8.575
1
S [2] 1.2*101
S [4] 1.6*103
S [N/2] 3.6*107
S 0.2
15 :
S P12
S [2] 21.4
S [4] 4.16
S [N/2] 3.6*1015
S 0.2
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
90/269
C TU D
72
5.2 : 1
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
91/269
C TU D
73
N , . T M F
P . A
M F , T 16 T 17.
A, 1 2 . (S F 5.3 F 5.5 )
16 :
W C M
M [N] 1681.9 1712.5
B 1 [N.] 4354.67 4482.8
B 2 [N.] 11949.21 11550.9
M [N] 109.36 110.3
B [N.] 136.7 137.9
M [] 0.022 0.022
17 :
W C M
S A [N/2] 4617.77 4.73*1000S B [N/2] 2390.06 2.44*1000
S C [N/2] 4109.87 3.9*1000
S D [N/2] 5701.1 5.53*1000
5.3 : A
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
92/269
C TU D
74
5.4 : C 1
5.5 : C 2
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
93/269
C TU D
75
T ,
1% 3% .
O ,
, . T
M F
. A
. N , F 5.3
.
I , M
F . T M F
. S
, ,
. F .
5.6 :
A ,
. B
. T .
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
94/269
C TU D
76
6
I
. C 2 . T
. T ,
. T
T 18. T 17 N/. T
.
18 :
[N/]
[N/]
[N/] 153000.00 [N/] 214200.00 [N.] 318750.00 [N.] 874650.00
5.7 :
A , . T
( F 5.7). T
. T
. T 5.
19 :
W C M
M [N] 2968.55 2971.5
B 1 [N.] 1433.58 1440.3
B 2 [N.] 3933.74 3945.1
M [N] 205.29 222.0
B [N.] 256.61 277.5
M [] 0.271 0.271
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
95/269
C TU D
77
20 :
W C M
S A [N/2] 3125.9 3.13*1000S B [N/2] 832.16 0.83*1000
S C [N/2] 192.01 0.2*1000
S D [N/2] 3019.2 3.03*1000
I ,
. F 5.8 F 5.9
1 . A
. N ,
MF
. A ,
, .R M F ,
30% . A ,
30%
.
5.8 : A
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
96/269
C TU D
78
5.9 : B 1
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
97/269
C TU D
79
7
I ,
M F . C 3. T
MF. T
T 14 T 15. A
. T
T 18.
5.10 :
T . A
, ,
. T,
. (S F 5.10
). T .
21 : C .
S P12
[2] 21.4
[4] 4.16
[N/2] 3.6*1015
0.2
A . T . T
17 N/. T
6. F,
. A
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
98/269
C TU D
80
T 22
. I ,
.
A T 22 1 5 .
22 :
W C M
M [N] 2789.1 2797.4
B 1 [N.] 1840.97 2141.3
B 2 [N.] 5051.64 4809.6
M [N] 183.01 195.7
B [N.] 228.77 244.7
M [] 0.270 0.271
S [N] 189.03 192.5
5.11 :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
99/269
C TU D
81
5.12:
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
100/269
C TU D
82
6
U Y
. I ,
. F,
. T,
Y . F ,
Y .
6.1: C
6.1
C ,
F 6.1. T 2 . B
Y . T . T .
C , .
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
101/269
C TU D
83
= + + = 0 ( 6.1 ) = () + () + () = 0 ( 6.2 )N , F 2.3 ( 2.1 ), ( 2.2 )
( 2.5 ). S ,
.
C ( F 2.4)
.
() = () ( 6.3 ) ()=() ()(+ ) ( 6.4 )D ( 6.2 ) ,
.
() . ()= .() ( 6.5 )W:
12.. . . = ( 6.6 )
1 + . . . = ( 6.7 )= ( 6.8 )T , () () (). C , = 1 ( 6.5 ) , ( 2.22 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
102/269
C TU D
84
. I , . T ODE .
B
1. = 0
= 0 ( 6.9 )2.
= = 0 ( 6.10 )
N , =0 ( 6.2 )
S ODE
:
,
= .
. . 2 .
+ . csh +.csh ( 6.11 )A , ODE ( 2.25 ) , . A ,
. N , M 7.
,= . . .+. . ( 6.12 )
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
103/269
C TU D
85
T ODE
1. T
= ( ( 2.44 )),
.
B
1. = 0
= 0 ( 6.13 ) | = 0 ( 6.14 )2.
= | = 0 ( 6.15 ) . = . .
( 6.16 )
A , ODE , ( 6.2 ).( 2.7 )
= . . ( 6.17 )S ODE,
:
, =4
. 4. + + 23 + 6 + 4 2 . 4.+4. 4
( 6.18 )
M,
. F F 2.10. T
, :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
104/269
C TU D
86
= 00
(). 1
. () .( )
() + 1 +
2 ( )
( 6.19 )
I :
= 100 ( 6.20 )6.1
T
,
. A ,
, . T
8.
6.1
I ,
. A , E . T,
E .
F ,
( 1) . S
, . T
F 6.2,
, M F.
:
A , ULS. T
.
N
. B
. (M 2).
. = 1.5 + .2
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
105/269
C TU D
87
6.2 :
T 2.5 400 300 .
C45/55 .
A E 9.2.1.2 ,
. T 0.15.
,= .15 208.3 = 239.54 . A:
o E : XC2
o C : C45/55
o M EC2, 4.4.1.1:2 = + = 2 + 0 = 3 T GTB 2010 (
11.7) :
2B E 2 NENEN 199211
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
106/269
C TU D
88
=
.
. 10.52
( 6.21 )
= + 2 + = 4 0 0 2 + 22 + 3 = 340. = 2400.30.340 =6900 00 = .84
= . . = . 8 4 0 300 340. = 879.6 I 2 , 4 , 4 =963.49 = 963.4340.300 =0.09
A EC2, 9.2.1.1 ,, =0.26 . = 0 . 2 6 3.800 300 340. = 20.8 F, , . T , E 0.04 .
, = 0.04 =0.04300400=4800 A .
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
107/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
108/269
C TU D
90
A ,
. N
. I 12 ,
= .. ( 6.23 )
I :
. W , =0.9 : 1 < < 2.5
= 2 124 = 226.19 = 0.9 340. = 306.4 2.5A :
= .. . = 306.42.43226.969.0 = 444.72
T ,.3, = 300
4, =0.7+ =0.7340. + 0 =2.37
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
109/269
C TU D
91
A
. T, .
N, .
T , (9.2.2.(8))
, =0.7=2.37600 = 3 0 0 23 + 6 = 28 , C , 12255 .B ,
. T ,. T , 9.2.2(5) EC2 .
, = 0.08 =0.08 400 =.070
= . = 226.93002 =2.90 > , :
T (NEEN 1992
6.2.3(3), 6.9) .
, = +W:
4A EC2 9.2.2(6)
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
110/269
C TU D
92
, , . I
, =0.9 .
T 0.6 < 60 1 . B .
, = 3 0 0 3 0 6 . 4 0.6302.+0.4 0 =70.63 T :
, = = 6.2.8 = 434.87 < , A
. O : Y
? T Y
. T
Y 18*106
. T F 6.3
( , M F ).
C , ,
. T,
. B
, .
I . H ,
. I ,
E .
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
111/269
C TU D
93
6.3 :
I ,
. I
, Y
. T,
.
6.2
T ,
1
.
C F 2.12 .T
T 1 T 2. T ,
. I 4.2510. T , . T M . N
6.1. T T 23.
=14.25 10
3 6 1 0 = 0.3958
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
112/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
113/269
C TU D
95
7
U
. I
. T
.
7.1
T . T
,
: 1, 2.5,4,5 7 . I , .
C F 7.1. T
T 24. T M
MF .
7.1 : D
A T 25, () . F , .
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
114/269
C TU D
96
24:
[] 5
[] 2.5 [] 7 [] 3.5 [] [] [] 3 [] 60 [] 0.3
[] 0.4
[N/
2] 15000000
[N/2] 36000000 0.2 [N/] 17 25 :
1 2.5 4 5 6 = + 1.2729 1.1851 1.1337 1.1105 1.0929
= 0.0183 0.0024 0.0008 0.0004 0.0004 9.1695 3.1702 1.8414 1.1902 1.1902T , ,
,
, F 7.2 F 7.5.
A ,
, (
) .
F, . T
. A
.
F,
. A,
. T
1 ,
2 .
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
115/269
C TU D
97
7.2 :
7.3:
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
116/269
C TU D
98
7.4: 1
7.5: 2
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
117/269
C TU D
99
7.2
F
. F , F 7.6
, 0.3, 0.4, 0.5 0.6 .
T T 26. T F 7.7
F 7.10 , .
7.6 :D
26 :
0.3 0.4 0.5 0.6= + 1.1851 1.1851 1.1851 1.1851= 0.0010 0.0024 1.1851 0.0073
2.0907 3.1702 4.3473 5.5891
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
118/269
C TU D
100
7.7:
7.8 :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
119/269
C TU D
101
7.9 : 1
7.10: 2
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
120/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
121/269
C TU D
103
7.3
T . T
. T F 7.12
, 2.5, 3, 3.5 5 . T F 7.13
F 7.16.
7.12 : D
27 :
2.5 3 3.5 5= + 1.1851 1.1851 1.1851 1.1851
=
0.0028 0.0024 0.0020 0.0014
2.8940 3.1702 3.4242 4.0927
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
122/269
C TU D
104
7.13:
7.14 :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
123/269
C TU D
105
7.15 : 1
7.16 : 2
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
124/269
C TU D
106
7.17 :
A
, .
F, . I ,
. T
,
. C
.
7.4
T 1 2
. A F 7.18. I
1 . T 1 1
10 1.
T . A
T 29 T 30.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
125/269
C TU D
107
7.18 : D
28 :
1 2 3 4 5 6 7 8 9 10
= + 1.09917 1.20663 1.38754 1.60937 1.85746 2.1235 2.4024 2.6907 2.9863 3.2876= 0.00854 0.00307 0.00145 0.00086 0.00059 0.0004 0.0003 0.0002 0.0002 0.0002
5.81584 3.65591 2.69895 2.24442 1.99161 1.83431 1.72840 1.65285 1.5965 1.55313
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
126/269
C TU D
108
29 : A
1 2 3 4 5 6 7 8 9 10
C
3618.5 2157.6 1306.1 841.3 575.3 413.6 310.1 239.6 190.48 154.7
D
3643.3 2190.5 1334.6 866 595.3 429.7 322.8 250.5 199.5 162.5
D % 0.679 1.497 2.131 2.844 3.354 3.738 3.924 4.323 4.520 4.761
C ,
. A
6 3% . F
10 5%. F
.
30 : B 1
1 2 3 4 5 6 7 8 9 10
C
5314.5 1848.2 828.6 468.7 313.1 235.8 193.3 168 152.1 141.6
D
5348.9 1721.7 696.3 341.32 190.34 116.2 75.8 52.17 37.4 27.63
D % 0.648 6.839 15.96 27.17 39.20 50.70 60.74 68.94 75.40 80.48
A , 6 1
. T
6.
F
. B
,
, 1 3
.
I
. D
, .
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
127/269
C TU D
109
I
. A
. F,
. T,
. T V B
A . T
, ,
. B
A
M
T M
T
M
T
. I .
.1
T , . T . T
. T
. T
.
1
C F 8.1. T
30 90 . T
6.3 2.4 . T
3 N/2. C .
31:
[] 3
[] 90
[] 6.3
[] 0.250
[] 0.6
[] 0.250
[N/2] 25*106
[N/2] 15*106
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
128/269
C TU D
110
8.1 : , 1
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
129/269
C TU D
111
H , = 3 ,= 3 7 .5 = 22.5 = 6 20000 = 9 0 0 = 2 22.90 = 9 0 . = = 9 09 0 = 0 /
=0.67=0.0 = 0 3 = 9.0 8.200 = 90 0 = 2 22.90 =9.0 .3 = 2 22.87 =8.20 . I = = 29 T , = 2 90+ 902 = 442 , = , 2 = 4 4 2 2.42 = 3 .
= 8 = 9 0820000 70.3 = 0.07 = 70 = 2 0.2 = 70.3 , = 2 7 . =
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
130/269
C TU D
112
D
8.2 : D
=3 =
9 0 .231500010 4.5 10 2 = 0.005 =
= 442. = 290 = 2 0.20.6 = 4 . 0
8.3: D
=0.
0000. =0 .
0000.2400 =6.70
= = 6 . 7 2 0 9 0 0 = 9 I , = . =96.7 = 2 = ... = 3.33 = 39.4
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
131/269
C TU D
113
= + + = 70 + 40 + (7 0 + 4 0)3 = 47.7 T T 32. M
9.
= . .
+
= 878.26 3.0.4
+ 6.69.7
= 9.6 /N , 1 2 . 1 2 1 2.A :
I . = 29 29 = 8 32:
28.95 []
296.08 295 [N]
6155.69 8555 [N]
(
)0.111 0.11 []
(
)0.148 0.147 []
0.00 []
1 18785.26 45500 [N.]
2 18785.26 45500 [N.]
69.67 []
1 1381.56 [N.]
2 1381.56 [N.]
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
132/269
C TU D
114
A
. T
. B
. T,
. F
. H
.
O , . A
,
. I ,
. T,
1) 2)
.
F,
. N .
C , ,
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
133/269
C TU D
115
2
C F 8.4. T T . T
4 . T T 33. T 13 38.48
. T 25 N/. T
1.1 2.15 . T,
.
8.4 : , 2
33: D
[] 2.96
[] 38.48
[] 0.25
[] 0.535
[] 0.25
[N/2] 11*106
[N/2] 11*106
[] 1.2
[] 0.5
1 23 4
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
134/269
C TU D
116
T :
O
= = 9. 8 1 0
I = = 7 10
N , , 1 3 1 2
2. T .
1
, = 1
,+ 1
,= 1
9.810
+ 7 10+ 1
9.8 10 , = 506896.6
, = . = 9 . 8 0 0.23.72 + 7 0 2.223.72 + 7 0 .223.72 + 9 . 8 0 7.323.72 =276600 ./ = = 29.80 + 2 2 2 7 0 + 2 2 7 0 +7329.802 9 . 8 0 + 2 7 0 = 372 B . T
T 34. C ,
. M 10.
34 :
=2.15 =1.1
13.67 9.83 []
183.03 282.25 [N]
1703 2263.9 [N]
0.071 0.053 []
0 0 []
1 8686.72 5761.9 [N.]
2 105 619.6 [N.]
330 468.9 [N]
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
135/269
C TU D
117
S :
= 24 , =.22438.48=08.22 /^2P : = 36 , =363=468 /V : = . , = .4 3 = 8.2 /L :
.2 +. =.2468+.8.2=88.9 /M :
=.. +08.22=3463.8
=3.46 /
M : = 0 . 9 . +2438.48=2608.3 =2.6 /
= . . . + = 8686.7 .493.266 + 703.62 = .0 /
= . . .
+ =
8686.7 2.833.266 +
703.62 = 6. /
M : =3.46+.6.=3.2 U C28/35, = . = 8.67 / > M : =2.6+..0=4.9 T . T
.
, =.3302./2=32.2 .
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
136/269
C TU D
118
A:
o E : XC2
o
C : C28/35o M EC2, 4.4.1.1:5= + = 5 + 0 = 35
T GTB 2010 ( 11.2).
= + 2 + =200 2 + 22 + 3 = 40. = 330..40 8.7 =43.82
= . . = . 4 6 0 40.00=830.28
4 2 . A 6 =98.74
= 98.7440.00 =0.007
A EC2, 9.2.1.1 ,, =0.26 . = 0 . 2 6 2.800 0040.=830.28 = 0.04 = 0.04 00 40. = 2280 A .
A 6.2.2 NENEN 199211,
:
, = , . 00.. + . . ( 8.1 )I :
5B E 2 NENEN 199211
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
137/269
C TU D
119
, =0.12
= + 2 . 0 = + . =.4 0.02 = 0.
, =0.2.4000.0030040.=22.6 kN
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
138/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
139/269
C TU D
121
B ,
. T ,. T
, 9.2.2(5) EC2 .
,=0.08 = 0.08 35500= 9.46 10=. = 150.7500235= 1.28 10> , :
T (NEEN 1992
6.2.3(3), 6.9) .
, = +W:
T 0.6 < 60 1 . B ., =00026.4 0.68.72.+0.4 0 = 982. T :
, = = 703.42.8 = 894. < ,
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
140/269
C TU D
122
T
. T
I .
.1
T
. T .
I
. T
.
T
,
. T
,
,
. N ,
.
F, .C
. A
.
S ,
. T
VBA
D E . T
,
. N
1 3 .
.2
T
. H
. O
. T,
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
141/269
C TU D
123
F, ,
. O
. A FEM
.
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
142/269
C TU D
124
10 1
10.1
C , . I , , , . T .
.
, = . 3. .
, = . . . , .
() . , . , . . , . . ,
, . ,
.
o = . o = o 1.2 .o o
8A GTB 2010 . 7.1
9A J.A.N,
10.1:
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
143/269
C TU D
125
= . ,+ , = 2. . (). 23. + . (). 2 . .
, 2
. .
=
12+ . . . ()
= 1+ 12 . . . . 12 . ()= . . + 12.. . . . . .. 12 . ()= 1 + (12. . ). . . .. 12 . ()
= (..).. . = = + . . 2 . = . . 2 .10.2
M :
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
144/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
145/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
146/269
>>
>>
>>
>>
>>
>>
>>
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
147/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
148/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
149/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
150/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
151/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
152/269
>>
>>
>>
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
153/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
154/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
155/269
>>
>>
>>
>>
>>
shear-of-each-connecting-beam:
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
156/269
>>
>>
>>
>>
>>
>>
normal-force-beam;
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
157/269
>>
>>
>>
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
158/269
>>
>>
alternative-method;
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
159/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
160/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
161/269
>>
>>
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
162/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
163/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
164/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
165/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
166/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
167/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
168/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
169/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
170/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
171/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
172/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
173/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
174/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
175/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
176/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
177/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
178/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
179/269
7/24/2019 Investigation Into Behaviour of Coupled Shear Walls (1)
180/2