part 11 - ch 10 mdof - free vibration
TRANSCRIPT
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
1/19
10/28/20
...
C 10 F F
F,
:
(tG 2:
(t
F , , , . H,
F F
D.E..:
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
2/19
10/28/20
F F
. I
D.E..,
, ..,
.
, , DF.
. F
, . .det [ ]
D :
A
;
F F
1 2
1 2
21
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
3/19
10/28/20
F , :
F :
.82 / 2.618 /
F F
A:
.82 / 2.618 /
< < = ,
.
= .
E
.
F F
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
4/19
10/28/20
, .
A . .
.
, .
F F
1
1.618
1
0.618
1 2
./ ./
. =
1 DF
F F
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
5/19
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
6/19
10/28/20
.H (5),
.I
.
F F
.
1 1.618
. =3.62 1 1.618
.
1 .618
. 1 .618
. =0.382
, . H,
= =
:
F F
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
7/19
10/28/20
F F
j mass number row n mode number column
D:
1 (1)
D: A (1), 1
F :
: .
.
F F
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
8/19
10/28/20
F F
Therefore,
This means that the natural modes are not only orthogonal but are
normalized with respect to m. They are then called a mass orthonormal set.
When the modes are normalized, we will have
:
G 11.26 11.6 ;
16 66
1
16 1 661.26 1
241 .644
1.2616 1 661.261.26
241 .81
1
16 1 661.6 1
11 .567
1.6
16 1 661.61.6
11 .924
.644 .567.81 .924
F F
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
9/19
10/28/20
F F
A
( ).
, I ( 3 ):
F F
, u, it is possible to
evaluate the qs :
nTm
B ,
;
,
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
10/19
10/28/20
F F
I , , .
F 2 DF:
I ,
( ).
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
11/19
10/28/20
: ?
. ,
2 DF :
1 2
. 1 2
.
E:
1
2
/2 /2
12
12 11
2
2
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
12/19
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
13/19
10/28/20
D 3 .
D: 1 = 1 1 = 600
2 = 1.5 2 = 1200
3 = 2 3 = 1800
A , 3 :
14.5 1.
.65.
1.2 1.
.61.68
46.1 1.2.62.5
1
1
3 2
3 2
2 = 1000
H, , ,
1 1 1.65 .61 2.6. .68 2.5
F ,
1 1.5 2
1
1,2,
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
14/19
10/28/20
D ,
1 .65 .1 .61 .681 2.6 2.5
1 1 . 5 2
1 1 1.65 .61 2.6. .68 2.5
1.812
2.466 29.2
H 1.812; 2.466; 29.2
1 .65 .1 .61 .681 2.6 2.5
1
656126
H 65; 61; 26
3 :
1:
14.5 . (1)
2:
1.2 . (2)
3:
46.1 . (3)
(1), (2), (3) 3 DF
.
1
2.47 1 14.5
.254 1 1.2
.5 1 46.7
1*
1* 1
*
2*
2* 2
*
3*
3* 3
*
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
15/19
10/28/20
3 DF , ,
.
, ,
I :
.
1:
1 2.47 1 14.5 1 .254 1 1.2 1.51 46.7
( )
1:
1 2.47 1 14.5 1 .254 1 1.2 1.51 46.7
2:
.65 2.47 1 14.5 .61 .254 1 1.2 2.6 .5 1 46.7
3:
. 2.47 114.5 .68 .254 11.2 2.5.5146.7
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
16/19
10/28/20
,
D.E..:
,
I :
D IIIA CDII.
,
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
17/19
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
18/19
10/28/20
G: 12
1:
2:
D :
[
[
1 2
,
E.
1 1.618 1 1
12
1 1.618 1 1 11.618
1.17
1 .618 1 1
12
1 .618 1
1
1
.618
.16
,
-
8/10/2019 Part 11 - Ch 10 Mdof - Free Vibration
19/19
10/28/20
? ( )
G:
11.618
1 1.618 1 1
11.618
1 1.618 1 1 11.618
1 .618 1 1 11.618
1 .618 1 1 1.618
,
H:
: I
,
.
: ICIE F EII AIE