Пресс-релиз популярных книг
.
Авторы: 111 А Б В Г Д Е Ж З И Й К Л М Н О П Р С Т У Ф Х Ц Ч Ш Щ Э Ю Я
Книги: 164 А Б В Г Д Е Ж З И Й К Л М Н О П Р С Т У Ф Х Ц Ч Ш Щ Э Ю Я
На сайте 111 авторов, 92 книг, 72 статей, 5913 глав.
3A.5 Vector Spaces
3A.5.1 Field (F)
Consider a set of scalars.
For any a and b from the set, if a þ b and ab are also elements in the set; if
1. a þ b ¼ b þ a and ab ¼ ba (commutativity)
2. ða þ bÞ þ g ¼ a þ ðb þ gÞ and ðabÞg ¼ aðbgÞ (associativity)
3. aðb þ gÞ ¼ ab þ ag (distributivity)
are satisfied; and if
1. Identity elements 0 and 1 exist in the set such that a þ 0 ¼ a and 1a ¼ a
2. Inverse elements exist in the set such that a þ ð2aÞ ¼ 0 and a·a21 ¼ 1
then the set is a field.
For example, the set of real numbers is a field.
3A.5.2 Vector Space (L)
Properties:
1. Vector addition ðx þ yÞ and scalar multiplication ðaxÞ are defined.
2. Commutativity: x þ y ¼ y þ x and associativity: ðx þ yÞ þ z ¼ x þ ðy þ zÞ are satisfied.
3. Unique null vector 0 and negation ð2xÞ exist such that x þ 0 ¼ x, x þ ð2xÞ ¼ 0:
4. Scalar multiplication satisfies
aðbxÞ ¼ ðabÞx ðassociativityÞ
aðx þ yÞ ¼ ax þ by
ða þ bÞx ¼ ax þ bx
)
ðdistributivityÞ
1x ¼ x; 0x ¼ 0
Special case: Vector space Ln has vectors with n elements from the field F:
Consider
x ¼
x1
x2
.. .
xn
2
66666664
3
77777775
; y ¼
y1
y2
.. .
yn
2
66666664
3
77777775
Then
x þ y ¼
x1 þ y1
.. .
xn þ yn
2
6664
3
7775
¼ y þ x
3-50 Vibration and Shock Handbook
© 2005 by Taylor & Francis Group, LLC
and
ax ¼
ax1
.. .
axn
2
6664
3
7775
3A.5.3 Subspace S of L
1. If x and y are in S then x þ y is also in S:
2. If x is in S and a is in F then ax is also in S:
3A.5.4 Linear Dependence
Consider the set of vectors: x1; x2; …; xn:They are linearly independent if any one of these vectors cannot
be expressed as a linear combination of one or more remaining vectors.
Necessary and sufficient condition for linear independence:
a1x1 þ a2x2 þ · · · þ anxn ¼ 0 ð3A:21Þ
gives a ¼ 0 (trivial solution) as the only solution.
For example,
x1 ¼
1
2
3
2
664
3
775
; x2 ¼
2
21
1
2
664
3
775
; x3 ¼
5
0
5
2
664
3
775
These vectors are not linearly independent because x1 þ 2x2 ¼ x3:
3A.5.5 Bases and Dimension of a Vector Space
1. If a set of vectors can be combined to form any vector in L then that set of vectors is said to span
the vector space L (i.e., a generating system of vectors).
2. If the spanning vectors are all linearly independent, then this set of vectors is a basis for that vector
space.
3. The number of vectors in the basis ¼ the dimension of the vector space.
Note: The dimension of a vector space is not necessarily the order of the vectors.
For example, consider two intersecting third-order vectors. They will form a basis for the plane (twodimensional)
that contains the two vectors. Hence, the dimension of the vector space ¼ 2, but the order
of each vector in the basis ¼ 3.
Note: L n is spanned by n linearly independent vectors
) dimðLnÞ ¼ n
For example,
1
0
0
.. .
0
2
66666666664
3
77777777775
;
0
1
0
.. .
0
2
66666666664
3
77777777775
; · · ·;
0
0
.. .
0
1
2
66666666664
3
77777777775
Modal Analysis 3-51
© 2005 by Taylor & Francis Group, LLC
3A.5.6 Inner Product
ðx; yÞ ¼ yHx ð3A:22Þ
where H denotes the Hermitian transpose (i.e., complex conjugate and transpose). Hence, yH ¼ ðypÞT
where ( )p denotes complex conjugation.
Note:
1. ðx; xÞ $ 0 and ðx; xÞ ¼ 0 if and only if (iff) x ¼ 0
2. ðx; yÞ ¼ ðy; xÞp
3. ðlx; yÞ ¼ lðx; yÞðx; lyÞ ¼ lpðx; yÞ
4. ðx; y þ zÞ ¼ ðx; yÞ þ ðx; zÞ
3A.5.7 Norm
Properties
kxk $ 0 and kxk ¼ 0 iff x ¼ 0
klxk ¼ lllkxk for any scalar l
kx þ yk # kxk þ kyk
For example, the Euclidean norm:
kxk ¼ xHx ¼
Xn
i¼1
x2
i
!1=2
ð3A:23Þ
Unit vector
kxk ¼ 1
Normalization
x
kxk ¼ x^
Angle between vectors
We have
cos u ¼ ðx; yÞ
kxkkyk ¼ ðx^; y^Þ ð3A:24Þ
where u is the angle between x and y:
Orthogonal vectors
iff ðx; yÞ ¼ 0 ð3A:25Þ
Note: n orthogonal vectors in L n are linearly independent and span Ln; and form a basis for Ln:
3A.5.8 Gram – Schmidt Orthogonalization
Given a set of vectors, x1; x2; …; xn; that are linearly independent in Ln; we construct a set of orthonormal
(orthogonal and normalized) vectors, y^1; y^2;…; y^n; which are linear combinations of x^i:
Start
y^1 ¼ x^1 ¼
x1
kx1k
3-52 Vibration and Shock Handbook
© 2005 by Taylor & Francis Group, LLC
Then
yi ¼ xi 2
Xi21
j¼1 ðxi; y^jÞy^j for i ¼ 1; 2;…; n
Normalize yi to produce y^i:
3A.5.9 Modified Gram – Schmidt Procedure
In each step, compute new vectors that are orthogonal to the just-computed vector.
Initialization:
y^1 ¼
x1
kx1k
as before.
Then
xð1Þ i ¼ xi 2 ðy^1; xiÞy^1 for i ¼ 2; 3;…; n
y^i ¼
xð1Þ i
kxð1Þ i k
for i ¼ 2; 3; …n
and
xð2Þ i ¼ xð1Þ i 2 ðy^2; xð1Þ i Þy^2; i ¼ 3; 4;…; n
and so on.
Популярные книги
- Старинные занимательные задачи
- Медоносные растения
- Workbook in Higher Algebra
- Математика Древнего Китая
- Algebratic geometry
- Finite element analysis
- Пчеловодство
- Mathematics and art
- Fields and galois theory
- Black Holes
Популярные статьи
- Higher-Order Finite Element Methods
- Электровакуумные приборы
- Riemann zeta functionS
- Универсальная открытая архитектурно-строительная система зданий серии Б1.020.1-71
- Complex Analysis 2002-2003
- Пример расчета прочности елементов, стыков и узлов несущего каркаса здания
- Составы, вещества и материалы для огнезащитыметаллических консрукций и изделий
- CMOS Technology
- Рекомендации по расчету и конструированию сборных железобетонных колонн каркасов зданий серии Б1.020.1-7 с плоскими стыками ВИНСТ
- Советы старого пчеловода