41
1. . // . .: , 1951. . 4,
. 142. . 69-106.
2. ., .
. ., 1958.
3. ., .
. ., 1965.
4. . // . . 1983. . 273, 5.
. 789-793.
5. . // . 1994.
. 30, 9. . 1516-1529.
6. . // . 1977.
. 13, 2. . 294-304.
7. . // . 1990.
. 26, 6. . 943-953.
8. . // . 1986.
. 22, 12. . 2059-2071.
9. . // . 1983. . 274, 4. . 807-810.
i i -
i i
i i .
Summary
Necessary and sufficiently conditions of Riss basis of roots functions in norm terms for other spaces7
517.927.25
. . ,
. 2.02.06 .
. . , . . , . . , . .
( ) -
, -
. .
,
– . -
,
. -
- [1].
-
, -
. - ,
, -
( , .),
.
: , -
, . [2]. -
- .
,
-
, -
[3].
- -
. -
. -
- .
. -
- ,
, ,
, .
-
42
2006. 1
. -
- -
, -
. -
, ,
.
d dt
L q
L
i qi
= Qi , i = 1,…, 5, (1)
L – , L=K– ; K – -
; – -
; qi – -
; qi – -
; Qi – ( ), -
i- -
i- .
,
, ,
.
-
, i-
. i
dm i- .
d i= 1/2( 2+y2+z2)dm = (2) = 1/2 ( iJ i T i)dm =1/2tr( iJ i T i)dm.
-
tr ( ),
Ji i- .
(2) vi, :
= i = 1/2 tr( U JiUTirq qr) =
= 1/2 tr(U Ji UTir)q qr], (3) ,
:
= 1/2 tr( iJi iT), (4)
Ji =
J J J m x
J J J m y
J J J m z
m x m y m z m
XX i
XY i
XZ i
i i YX
i
YY i
YZ i
i i ZX
i ZY
i ZZ
i
i i
i i i i i i i
( ) ( ) ( )
( ) ( ) ( )
( ) ( ) ( ) – (5)
i- , mi – i- ;
x*i,y*i,z*i – i-
; J(i) , J(i) , J(i)zz – i-
. a31 F
a32
a24
a22 a4
a51
a52 a11
43 Ji
i- i- -
, .
, Ji, -
. , :
1= 1/2 t2( 1J1 1T), (6)
1= U11q1= HA°1q1=
=
0 0 0 0
0 0 0 0
0 0
11 11 11
11
11 11 11
11
C a S
C
S a C
S
q1
1= 1/2tr
0 0 0 0
0 0 0 0
0 0
1 11 11 1
11 1 11
1 11 11 1
11 1 11
q S a q
S q C
q S a q
C q S
1 1 1
1
* 1 1 1
1
0 0
0 0
0
0 0
0 0 0
m y m
J y m J
J
ZZ YY XX
0 0
0 0 0 0
0 0
0 0
1 11 11 1 11 11
1 11 1
11
1 11 1 11
q C a q S a
q S q C
q C q S
=
= (2J1Z+m1a112)q12/2. ,
1 = (2J1Z+m1a112)q12/2, (7) J1z J1 +J1yy =J5z,
J5z – 1 -
z1.
, ,
2 =(2J1Z+m1a112)q12/2. (8)
3=1/2(2J3z+m3a32)q12/2, a3= a31 a32. (9)
(9) – -
.
4=1/2(2J4z+m4a24)q12/2.
5=1/2(2J5z+m5a532 )q12/2.
, -
1, 2, 3, 4 5:
2
2 2
1 1 11 2 2 22 3 3 3
2 2 2
M z z z
m a
m a m a
K J J J
2 2
2
4 4 4 5 5 53 6 6 6 7 2
1 .
2 2 2
z z z z
m a m a
J m a J J J q
(10) ,
, -
. i-
i = i y*, (11)
i – i- ;y* –
i- .
:
1 = –m1 –g( *1c11– 11s11)] = 1(y*1c11 + 1s11).
-
2, 3, 4 5.
2=P2[y*2(–S11S22+C11C22)+ 22(S11 C22+ S22 C11)+a11S11];
3= P3[(a31C31–S31)(S11C21+C11S21)–
–(a31S31+C31)(S11S21–C11C21)+(a11+a21)S11+a21C11S21];
4= P4[(a11C11–S11)(S11C22+C11S22)+
=(a4S4+C4)(–S11S22+C11C22)+(a11+a22)S11+a22C11];
5= 5[a53(S53+C53)[C4(S11C22+C11S22)+
+S4(–S11S22+C11C22)]–S4(S53–C53)(C11C22–S11S22)–
–C4(S53–C53)(S11C22+C11S22)+a4[C4(S11C22+C11S22)+
+S4(–S11S22+C11C22)+a22(S11C22+C11)+a11S11. ,
:
= 1(–y*1S11 11C11) 11+P2[y*2(–C11S22+S11C22)+
22(C11C22+S22S11)+a11C11] 11+P3[(a31C31–S31) (C11C21–S11S21)–(a31S31+C31)(C11S21+S11C21)+
+(a11+a21)C11–a21S11S21] 11+P4[(a4C4–S4) (C11C22+C11S22)+(a4S4+C4)(–C11S22–S11C22)+
+(a11+a22)C11+a22S11] 11+ 5[a53(S53+C53) [C4(C11C22–S11S22)+S4(–C11S22+S11C22)]–S4(S53–C53)
(–S11C22–C11S22)–C4(S53–C53)(C11C22+S11S22)+
+a4[C4(C11C22+ +S11S22)+S4(–S11S22+S11C22)+
a22(C11C22–S11)+a11C11] 11. (12)
44
2006. 1
(1), .
,
(1) ,
. -
- - .
: , -
, .
-
, . -
( ) ,
- Aq +Cq = 0, (13)
– ; –
. (13)
q(t) = i 1
5
ai bisin ( i t + i), (14)
bi – ; i – -
; i – .
ai, i– , -
.
- .
0 ,
0 o
o q
q ,
qo -
. (14)
.
1. . -
. : F , 2001. 427 .
2. : . .
: 3- . / . . . , . . . .:
, 1988.
3. . . -
. .: , 1985.
,
. , .
i -
i i .
Summary
For theoretical study of dynamics, the definitions of design data are necessary for having settlement mechanical models. The choice of settlement model in each concrete case is defined by the circuit of the mechanism, mechanical properties.
In clause the dynamic model of the mechanism is investigated on the basis of use of the equations Lagrange of the second sort.
621.01
10.02.06 .