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Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

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Page 1: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Announcements

Ï Quiz 3 tomorrow on sections 3.1 and 3.2

Ï No calculators for this quiz. You have to �nd the determinantsusing the methods we have learned.

Page 2: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Section 5.1 Eigenvalues and Eigenvectors

Comes from the German word "eigen" meaning proper orcharacteristic.

Gives a better understanding of the linear transformation x 7→Ax interms of elements that can be easily visualized.

Page 3: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Tacoma Narrows Bridge Collapse- 1940

1. Bridge forming small waves like a river

2. Initially assumed safe but oscillations grew with time

3. One edge of the road 28 ft higher than the other edge

4. Finally collapsed

Page 4: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Tacoma Narrows Bridge Collapse- 1940

1. Bridge forming small waves like a river

2. Initially assumed safe but oscillations grew with time

3. One edge of the road 28 ft higher than the other edge

4. Finally collapsed

Page 5: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Tacoma Narrows Bridge Collapse- 1940

1. Bridge forming small waves like a river

2. Initially assumed safe but oscillations grew with time

3. One edge of the road 28 ft higher than the other edge

4. Finally collapsed

Page 6: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Tacoma Narrows Bridge Collapse- 1940

1. Bridge forming small waves like a river

2. Initially assumed safe but oscillations grew with time

3. One edge of the road 28 ft higher than the other edge

4. Finally collapsed

Page 7: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Tacoma Narrows Bridge Collapse- 1940

Explanation:

1. Oscillation of bridge caused by the wind frequency being tooclose to the natural frequency of the bridge

2. Natural frequency of the bridge is the eigenvalue of thesmallest magnitude (based on a system that modeled thebridge)

3. Eigenvalues are very important to engineers when they designstructures.

Page 8: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Tacoma Narrows Bridge Collapse- 1940

Explanation:

1. Oscillation of bridge caused by the wind frequency being tooclose to the natural frequency of the bridge

2. Natural frequency of the bridge is the eigenvalue of thesmallest magnitude (based on a system that modeled thebridge)

3. Eigenvalues are very important to engineers when they designstructures.

Page 9: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Tacoma Narrows Bridge Collapse- 1940

Explanation:

1. Oscillation of bridge caused by the wind frequency being tooclose to the natural frequency of the bridge

2. Natural frequency of the bridge is the eigenvalue of thesmallest magnitude (based on a system that modeled thebridge)

3. Eigenvalues are very important to engineers when they designstructures.

Page 10: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Electrical Systems

Radio Tuning

1. Trying to match the frequency with which your station isbroadcasting.

2. Eigenvalues were used during the radio design by engineers.

Page 11: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Cars

1. Use Eigenvalues to damp out noise for a quiet ride.

2. Also used in design of car stereo systems so that sounds createlistening pleasure

3. To reduce the vibration of the car due to the music.

Page 12: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Cars

1. Use Eigenvalues to damp out noise for a quiet ride.

2. Also used in design of car stereo systems so that sounds createlistening pleasure

3. To reduce the vibration of the car due to the music.

Page 13: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Others

1. Test for cracks in a solid. (avoids testing each and every inchof a beam for example)

2. Used by oil companies to explore land for oil.

3. Applications in economics, physics, chemistry, biology (redblood cell production)

4. Discrete (and continuous) linear dynamical systems (part ofMA3521)

5. Pure and Applied Mathematics

Page 14: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Others

1. Test for cracks in a solid. (avoids testing each and every inchof a beam for example)

2. Used by oil companies to explore land for oil.

3. Applications in economics, physics, chemistry, biology (redblood cell production)

4. Discrete (and continuous) linear dynamical systems (part ofMA3521)

5. Pure and Applied Mathematics

Page 15: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Others

1. Test for cracks in a solid. (avoids testing each and every inchof a beam for example)

2. Used by oil companies to explore land for oil.

3. Applications in economics, physics, chemistry, biology (redblood cell production)

4. Discrete (and continuous) linear dynamical systems (part ofMA3521)

5. Pure and Applied Mathematics

Page 16: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Others

1. Test for cracks in a solid. (avoids testing each and every inchof a beam for example)

2. Used by oil companies to explore land for oil.

3. Applications in economics, physics, chemistry, biology (redblood cell production)

4. Discrete (and continuous) linear dynamical systems (part ofMA3521)

5. Pure and Applied Mathematics

Page 17: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Others

1. Test for cracks in a solid. (avoids testing each and every inchof a beam for example)

2. Used by oil companies to explore land for oil.

3. Applications in economics, physics, chemistry, biology (redblood cell production)

4. Discrete (and continuous) linear dynamical systems (part ofMA3521)

5. Pure and Applied Mathematics

Page 18: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Back to matrix-vector product

Let A=[3 −21 0

]. Find Au and Av where u=

[ −1−2

]and

v=[21

](the image of u and v after being "acted" on by A.)

Au=[3 −21 0

][ −1−2

]=

[ −3+4−1−0

]=

[1−1

]

Av=[3 −21 0

][21

]=

[6−22+0

]=

[42

]= 2v

Page 19: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Back to matrix-vector product

Let A=[3 −21 0

]. Find Au and Av where u=

[ −1−2

]and

v=[21

](the image of u and v after being "acted" on by A.)

Au=[3 −21 0

][ −1−2

]=

[ −3+4−1−0

]=

[1−1

]

Av=[3 −21 0

][21

]=

[6−22+0

]=

[42

]= 2v

Page 20: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

y

x0

u

Au

v

Av

Page 21: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

y

x0

u

Au

v

Av

Page 22: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

y

x0

u

Au

v

Av

Page 23: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

y

x0

u

Au

v

Av

Page 24: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

y

x0

u

Au

v

Av

Page 25: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

y

x0

u

Au

v

Av

Page 26: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

y

x0

u

Au

v

Av

Page 27: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Observations

1. A transforms u into a new vector.

2. A "stretches" or "dilates" v in the same direction.

3. Au is not a scalar multiple of u

4. Av is a scalar multiple of v

5. We are interested in the second case, where the new vector(result of action by A) is a scalar multiple of the originalvector.

Page 28: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Observations

1. A transforms u into a new vector.

2. A "stretches" or "dilates" v in the same direction.

3. Au is not a scalar multiple of u

4. Av is a scalar multiple of v

5. We are interested in the second case, where the new vector(result of action by A) is a scalar multiple of the originalvector.

Page 29: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Observations

1. A transforms u into a new vector.

2. A "stretches" or "dilates" v in the same direction.

3. Au is not a scalar multiple of u

4. Av is a scalar multiple of v

5. We are interested in the second case, where the new vector(result of action by A) is a scalar multiple of the originalvector.

Page 30: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Observations

1. A transforms u into a new vector.

2. A "stretches" or "dilates" v in the same direction.

3. Au is not a scalar multiple of u

4. Av is a scalar multiple of v

5. We are interested in the second case, where the new vector(result of action by A) is a scalar multiple of the originalvector.

Page 31: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Observations

1. A transforms u into a new vector.

2. A "stretches" or "dilates" v in the same direction.

3. Au is not a scalar multiple of u

4. Av is a scalar multiple of v

5. We are interested in the second case, where the new vector(result of action by A) is a scalar multiple of the originalvector.

Page 32: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Eigenvalues and Eigenvectors

In other words we are interested in studying equations of the formAx= 2x or Ax=−3x.

We look for vectors that are scalar multiples of themselves (couldbe same as the original vector)

Page 33: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Eigenvalues and Eigenvectors

De�nitionAn eigenvector of an n×n matrix A is a NON-ZERO vector xsuch that Ax= λx for some scalar λ.

A scalar λ is called an eigenvalue of A if there is a nontrivial (ornonzero) solution x to Ax= λx; such an x is called an eigenvector

corresponding to λ.

Page 34: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Why nonzero?

Go back to Ax= λx. What is an obvious solution to this equation?

We know that A0= λ0 always. There is nothing interesting aboutthe zero (or the trivial) solution. So we need a nonzero vector foreigenvector.

An eigenvalue can be zero. (We will come back to this case later)

Page 35: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Why nonzero?

Go back to Ax= λx. What is an obvious solution to this equation?

We know that A0= λ0 always. There is nothing interesting aboutthe zero (or the trivial) solution. So we need a nonzero vector foreigenvector.

An eigenvalue can be zero. (We will come back to this case later)

Page 36: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Why nonzero?

Go back to Ax= λx. What is an obvious solution to this equation?

We know that A0= λ0 always. There is nothing interesting aboutthe zero (or the trivial) solution. So we need a nonzero vector foreigenvector.

An eigenvalue can be zero. (We will come back to this case later)

Page 37: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

Let A=[

7 2−4 1

]. Check whether u=

[1−1

]and v=

[1−3

]are

eigenvectors of A. If yes, �nd the corresponding eigenvalues.

Solution: To check whether a given vector u or v is an eigenvectorof A is easy.Find the product Au and check whether the new vector is a scalarmultiple of u. Also �nd Av and check whether the new vector is ascalar multiple of v.

Au=[

7 2−4 1

][1−1

]=

[5−5

]= 5u

Av=[

7 2−4 1

][1−3

]=

[1−7

]6= λv

So u is an eigenvector with λ= 5 and v is not an eigenvector.

Page 38: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

Let A=[

7 2−4 1

]. Check whether u=

[1−1

]and v=

[1−3

]are

eigenvectors of A. If yes, �nd the corresponding eigenvalues.

Solution: To check whether a given vector u or v is an eigenvectorof A is easy.Find the product Au and check whether the new vector is a scalarmultiple of u. Also �nd Av and check whether the new vector is ascalar multiple of v.

Au=[

7 2−4 1

][1−1

]=

[5−5

]= 5u

Av=[

7 2−4 1

][1−3

]=

[1−7

]6= λv

So u is an eigenvector with λ= 5 and v is not an eigenvector.

Page 39: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

Let A=[

7 2−4 1

]. Check whether u=

[1−1

]and v=

[1−3

]are

eigenvectors of A. If yes, �nd the corresponding eigenvalues.

Solution: To check whether a given vector u or v is an eigenvectorof A is easy.Find the product Au and check whether the new vector is a scalarmultiple of u. Also �nd Av and check whether the new vector is ascalar multiple of v.

Au=[

7 2−4 1

][1−1

]=

[5−5

]= 5u

Av=[

7 2−4 1

][1−3

]=

[1−7

]6= λv

So u is an eigenvector with λ= 5 and v is not an eigenvector.

Page 40: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

Let A=[

7 2−4 1

]. Check whether u=

[1−1

]and v=

[1−3

]are

eigenvectors of A. If yes, �nd the corresponding eigenvalues.

Solution: To check whether a given vector u or v is an eigenvectorof A is easy.Find the product Au and check whether the new vector is a scalarmultiple of u. Also �nd Av and check whether the new vector is ascalar multiple of v.

Au=[

7 2−4 1

][1−1

]=

[5−5

]= 5u

Av=[

7 2−4 1

][1−3

]=

[1−7

]6= λv

So u is an eigenvector with λ= 5 and v is not an eigenvector.

Page 41: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

Let A=[

7 2−4 1

]. Show that 3 is an eigenvalue of A and �nd the

corresponding eigenvectors.

Solution: 3 is an eigenvalue of A if and only if the equation Ax= 3xhas a nontrivial solution.

This means

Ax−3x= 0

has a nontrivial solution. Or

(A−3I )x= 0

Back to homogeneous systems, trivial and nontrivial solutions.

Page 42: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

Let A=[

7 2−4 1

]. Show that 3 is an eigenvalue of A and �nd the

corresponding eigenvectors.

Solution: 3 is an eigenvalue of A if and only if the equation Ax= 3xhas a nontrivial solution. This means

Ax−3x= 0

has a nontrivial solution. Or

(A−3I )x= 0

Back to homogeneous systems, trivial and nontrivial solutions.

Page 43: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Revisiting Homogeneous Systems

1. Zero is always a solution (trivial solution).

2. For nontrivial solutions, we need linearly dependent columns

3. This means there are nonpivot columns or free variables

4. The free variables lead us to nontrivial solutions.

Page 44: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Revisiting Homogeneous Systems

1. Zero is always a solution (trivial solution).

2. For nontrivial solutions, we need linearly dependent columns

3. This means there are nonpivot columns or free variables

4. The free variables lead us to nontrivial solutions.

Page 45: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Revisiting Homogeneous Systems

1. Zero is always a solution (trivial solution).

2. For nontrivial solutions, we need linearly dependent columns

3. This means there are nonpivot columns or free variables

4. The free variables lead us to nontrivial solutions.

Page 46: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

Write the matrix

A−3I =[

7 2−4 1

]−

[3 00 3

]=

[4 2−4 −2

].

What do you think about the columns? Linearly dep/indep?

Theyare linearly dependent. So the homogeneous system has nontrivialsolutions. Thus 3 is an eigenvalue of A.

Page 47: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

Write the matrix

A−3I =[

7 2−4 1

]−

[3 00 3

]=

[4 2−4 −2

].

What do you think about the columns? Linearly dep/indep?Theyare linearly dependent. So the homogeneous system has

nontrivialsolutions. Thus 3 is an eigenvalue of A.

Page 48: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

Write the matrix

A−3I =[

7 2−4 1

]−

[3 00 3

]=

[4 2−4 −2

].

What do you think about the columns? Linearly dep/indep?Theyare linearly dependent. So the homogeneous system has nontrivialsolutions. Thus 3 is an eigenvalue of A.

Page 49: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

We still have to �nd the eigenvectors for this eigenvalue (λ= 3).Start with the matrix A−3I and do row operations. 4 2 0

−4 −2 0

R1+R2

4 2 0

0 0 0

So, 4x1 =−2x2 where x2 is free. Or, x1 =−1

2x2. Our solution is

thus, [x1x2

]=

[ −1

2x2

x2

]= x2

[ −1

2

1

].

Page 50: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

We still have to �nd the eigenvectors for this eigenvalue (λ= 3).Start with the matrix A−3I and do row operations. 4 2 0

−4 −2 0

R1+R2

4 2 0

0 0 0

So, 4x1 =−2x2 where x2 is free. Or, x1 =−1

2x2.

Our solution isthus, [

x1x2

]=

[ −1

2x2

x2

]= x2

[ −1

2

1

].

Page 51: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

We still have to �nd the eigenvectors for this eigenvalue (λ= 3).Start with the matrix A−3I and do row operations. 4 2 0

−4 −2 0

R1+R2

4 2 0

0 0 0

So, 4x1 =−2x2 where x2 is free. Or, x1 =−1

2x2. Our solution is

thus, [x1x2

]=

[ −1

2x2

x2

]= x2

[ −1

2

1

].

Page 52: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

Choose any value for x2 other than zero. Preferably, choosesomething that will clear the fraction. So choose x2 = 2.

This gives,[x1x2

]= 2

[ −1

2

1

]=

[ −12

].

Remember that this is an eigenvector of A. Depending on your

choice of x2, any scalar multiple of

[ −1

2

1

]is an eigenvector of A.

Page 53: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example

Choose any value for x2 other than zero. Preferably, choosesomething that will clear the fraction. So choose x2 = 2. This gives,[

x1x2

]= 2

[ −1

2

1

]=

[ −12

].

Remember that this is an eigenvector of A. Depending on your

choice of x2, any scalar multiple of

[ −1

2

1

]is an eigenvector of A.

Page 54: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Notes

1. Echelon form is used to �nd eigenvectors BUT NOTeigenvalues.

2. λ is an eigenvalue of A if and only if the equation(A−λI )x= 0 has nontrivial solution.

3. All solutions to (A−λI )x= 0 is nothing but the Null Space of(A−λI ).

4. This set is a subspace of Rn and is called the eigenspace of Acorresponding to λ.

5. Eigenspace consists of the zero vector and all eigenvectorscorresponding to λ.

Page 55: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Notes

1. Echelon form is used to �nd eigenvectors BUT NOTeigenvalues.

2. λ is an eigenvalue of A if and only if the equation(A−λI )x= 0 has nontrivial solution.

3. All solutions to (A−λI )x= 0 is nothing but the Null Space of(A−λI ).

4. This set is a subspace of Rn and is called the eigenspace of Acorresponding to λ.

5. Eigenspace consists of the zero vector and all eigenvectorscorresponding to λ.

Page 56: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Notes

1. Echelon form is used to �nd eigenvectors BUT NOTeigenvalues.

2. λ is an eigenvalue of A if and only if the equation(A−λI )x= 0 has nontrivial solution.

3. All solutions to (A−λI )x= 0 is nothing but the Null Space of(A−λI ).

4. This set is a subspace of Rn and is called the eigenspace of Acorresponding to λ.

5. Eigenspace consists of the zero vector and all eigenvectorscorresponding to λ.

Page 57: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Notes

1. Echelon form is used to �nd eigenvectors BUT NOTeigenvalues.

2. λ is an eigenvalue of A if and only if the equation(A−λI )x= 0 has nontrivial solution.

3. All solutions to (A−λI )x= 0 is nothing but the Null Space of(A−λI ).

4. This set is a subspace of Rn and is called the eigenspace of Acorresponding to λ.

5. Eigenspace consists of the zero vector and all eigenvectorscorresponding to λ.

Page 58: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Notes

1. Echelon form is used to �nd eigenvectors BUT NOTeigenvalues.

2. λ is an eigenvalue of A if and only if the equation(A−λI )x= 0 has nontrivial solution.

3. All solutions to (A−λI )x= 0 is nothing but the Null Space of(A−λI ).

4. This set is a subspace of Rn and is called the eigenspace of Acorresponding to λ.

5. Eigenspace consists of the zero vector and all eigenvectorscorresponding to λ.

Page 59: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Steps to check if λ is an eigenvalue

1. Write the matrix A−λI

2. Check whether the columns are linearly dependent (existenceof free variables)

3. If the columns are linearly dependent, λ is an eigenvalue.

Page 60: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Steps to check if λ is an eigenvalue

1. Write the matrix A−λI2. Check whether the columns are linearly dependent (existence

of free variables)

3. If the columns are linearly dependent, λ is an eigenvalue.

Page 61: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Steps to check if λ is an eigenvalue

1. Write the matrix A−λI2. Check whether the columns are linearly dependent (existence

of free variables)

3. If the columns are linearly dependent, λ is an eigenvalue.

Page 62: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Steps to �nd the eigenvectors for λ

Once we have an eigenvalue λ,

1. Start with the matrix A−λI

2. Row reduce to echelon form to identify the basic and freevariables.

3. Express the basic variables in terms of free variables, write theanswer in vector form.

4. Choose a convenient value for the free variable (NEVERchoose zero).

Page 63: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Steps to �nd the eigenvectors for λ

Once we have an eigenvalue λ,

1. Start with the matrix A−λI2. Row reduce to echelon form to identify the basic and free

variables.

3. Express the basic variables in terms of free variables, write theanswer in vector form.

4. Choose a convenient value for the free variable (NEVERchoose zero).

Page 64: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Steps to �nd the eigenvectors for λ

Once we have an eigenvalue λ,

1. Start with the matrix A−λI2. Row reduce to echelon form to identify the basic and free

variables.

3. Express the basic variables in terms of free variables, write theanswer in vector form.

4. Choose a convenient value for the free variable (NEVERchoose zero).

Page 65: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Steps to �nd the eigenvectors for λ

Once we have an eigenvalue λ,

1. Start with the matrix A−λI2. Row reduce to echelon form to identify the basic and free

variables.

3. Express the basic variables in terms of free variables, write theanswer in vector form.

4. Choose a convenient value for the free variable (NEVERchoose zero).

Page 66: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 6, section 5.1

Is

1−21

an eigenvector of A= 3 6 7

3 3 75 6 5

. If yes, �nd the

corresponding eigenvalue.

Solution: 3 6 73 3 75 6 5

1−21

= 3−12+7

3−6+75−12+5

= −2

4−2

The new vector is -2 times the old vector. So

1−21

is an

eigenvector of A with eigenvalue λ=−2.

Page 67: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 6, section 5.1

Is

1−21

an eigenvector of A= 3 6 7

3 3 75 6 5

. If yes, �nd the

corresponding eigenvalue.

Solution: 3 6 73 3 75 6 5

1−21

= 3−12+7

3−6+75−12+5

= −2

4−2

The new vector is -2 times the old vector. So

1−21

is an

eigenvector of A with eigenvalue λ=−2.

Page 68: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 6, section 5.1

Is

1−21

an eigenvector of A= 3 6 7

3 3 75 6 5

. If yes, �nd the

corresponding eigenvalue.

Solution: 3 6 73 3 75 6 5

1−21

= 3−12+7

3−6+75−12+5

= −2

4−2

The new vector is -2 times the old vector. So

1−21

is an

eigenvector of A with eigenvalue λ=−2.

Page 69: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 8, section 5.1

Is λ= 3 an eigenvalue of A= 1 2 2

3 −2 10 1 1

? If yes, �nd the

corresponding eigenvector.

Solution:

A−3I = 1 2 2

3 −2 10 1 1

− 3 0 0

0 3 00 0 3

= −2 2 2

3 −5 10 1 −2

How to know whether the columns are linearly dependent? You cancheck whether the determinant of this matrix is zero. (Or you couldrow reduce and check if there are free variables)If det(A−3I )= 0, that means A−3I has linearly dependent columns(or there is a nontrivial solution).

Here det(A−3I )= 0 (Do this yourself), so the columns are linearlydependent and so λ= 3 is an eigenvalue.

Page 70: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 8, section 5.1

Is λ= 3 an eigenvalue of A= 1 2 2

3 −2 10 1 1

? If yes, �nd the

corresponding eigenvector.

Solution:

A−3I = 1 2 2

3 −2 10 1 1

− 3 0 0

0 3 00 0 3

= −2 2 2

3 −5 10 1 −2

How to know whether the columns are linearly dependent? You cancheck whether the determinant of this matrix is zero. (Or you couldrow reduce and check if there are free variables)If det(A−3I )= 0, that means A−3I has linearly dependent columns(or there is a nontrivial solution).

Here det(A−3I )= 0 (Do this yourself), so the columns are linearlydependent and so λ= 3 is an eigenvalue.

Page 71: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 8, section 5.1

Is λ= 3 an eigenvalue of A= 1 2 2

3 −2 10 1 1

? If yes, �nd the

corresponding eigenvector.

Solution:

A−3I = 1 2 2

3 −2 10 1 1

− 3 0 0

0 3 00 0 3

= −2 2 2

3 −5 10 1 −2

How to know whether the columns are linearly dependent? You cancheck whether the determinant of this matrix is zero. (Or you couldrow reduce and check if there are free variables)

If det(A−3I )= 0, that means A−3I has linearly dependent columns(or there is a nontrivial solution).

Here det(A−3I )= 0 (Do this yourself), so the columns are linearlydependent and so λ= 3 is an eigenvalue.

Page 72: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 8, section 5.1

Is λ= 3 an eigenvalue of A= 1 2 2

3 −2 10 1 1

? If yes, �nd the

corresponding eigenvector.

Solution:

A−3I = 1 2 2

3 −2 10 1 1

− 3 0 0

0 3 00 0 3

= −2 2 2

3 −5 10 1 −2

How to know whether the columns are linearly dependent? You cancheck whether the determinant of this matrix is zero. (Or you couldrow reduce and check if there are free variables)If det(A−3I )= 0, that means A−3I has linearly dependent columns(or there is a nontrivial solution).

Here det(A−3I )= 0 (Do this yourself), so the columns are linearlydependent and so λ= 3 is an eigenvalue.

Page 73: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 8, section 5.1

Is λ= 3 an eigenvalue of A= 1 2 2

3 −2 10 1 1

? If yes, �nd the

corresponding eigenvector.

Solution:

A−3I = 1 2 2

3 −2 10 1 1

− 3 0 0

0 3 00 0 3

= −2 2 2

3 −5 10 1 −2

How to know whether the columns are linearly dependent? You cancheck whether the determinant of this matrix is zero. (Or you couldrow reduce and check if there are free variables)If det(A−3I )= 0, that means A−3I has linearly dependent columns(or there is a nontrivial solution).

Here det(A−3I )= 0 (Do this yourself), so the columns are linearlydependent and so λ= 3 is an eigenvalue.

Page 74: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

To �nd an eigenvector, start with A−3I and row reduce

A−3I = −2 2 2

3 −5 10 1 −2

Divide R1 by -2 and we get

A−3I = 1 −1 −1

3 −5 10 1 −2

1 −1 −1 0

3 −5 1 0

0 1 −2 0

R2-3R1

Page 75: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

1 −1 −1 0

0 −2 4 0

0 1 −2 0

R3+0.5R2

1 −1 −1 00 −2 4 00 0 0 0

We have x2 = 2x3 and x1 = x2+x3 = 3x3.Our solution is thus, x1

x2x3

= 3x3

2x3x3

= x3

321

.

Choose x3 = 1 and we have x1x2x3

= 3

21

.

Page 76: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 12, section 5.1

Find a basis for the eigenspace of A=[

7 4−3 −1

]corresponding to

λ= 1,5.

Solution: For λ= 1,

A− I =[

7 4−3 −1

]−

[1 00 1

]=

[6 4−3 −2

] 6 4 0

−3 −2 0

R2+0.5R1

6 4 0

0 0 0

Page 77: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 12, section 5.1

Find a basis for the eigenspace of A=[

7 4−3 −1

]corresponding to

λ= 1,5.

Solution: For λ= 1,

A− I =[

7 4−3 −1

]−

[1 00 1

]=

[6 4−3 −2

]

6 4 0

−3 −2 0

R2+0.5R1

6 4 0

0 0 0

Page 78: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 12, section 5.1

Find a basis for the eigenspace of A=[

7 4−3 −1

]corresponding to

λ= 1,5.

Solution: For λ= 1,

A− I =[

7 4−3 −1

]−

[1 00 1

]=

[6 4−3 −2

] 6 4 0

−3 −2 0

R2+0.5R1

6 4 0

0 0 0

Page 79: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 12, section 5.1

From the �rst row, 6x1 =−4x2 or x1 =−2

3x2.

Our solution is thus,[x1x2

]=

[ −2

3x2

x2

]= x2

[ −2

3

1

].

Choose a convenient value for x2. Pick x2 = 3 to clear the fraction.This gives [

x1x2

]= 3

[ −2

3

1

]=

[ −23

].

Page 80: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 12, section 5.1

From the �rst row, 6x1 =−4x2 or x1 =−2

3x2. Our solution is thus,[

x1x2

]=

[ −2

3x2

x2

]= x2

[ −2

3

1

].

Choose a convenient value for x2. Pick x2 = 3 to clear the fraction.This gives [

x1x2

]= 3

[ −2

3

1

]=

[ −23

].

Page 81: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 12, section 5.1

From the �rst row, 6x1 =−4x2 or x1 =−2

3x2. Our solution is thus,[

x1x2

]=

[ −2

3x2

x2

]= x2

[ −2

3

1

].

Choose a convenient value for x2. Pick x2 = 3 to clear the fraction.This gives [

x1x2

]= 3

[ −2

3

1

]=

[ −23

].

Page 82: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 12, section 5.1For λ= 5,

A−5I =[

7 4−3 −1

]−

[5 00 5

]=

[2 4−3 −6

]

Divide R1 by 2 and we get [1 2−3 −6

] 1 2 0

−3 −6 0

R2+3R1

1 2 0

0 0 0

Page 83: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 12, section 5.1For λ= 5,

A−5I =[

7 4−3 −1

]−

[5 00 5

]=

[2 4−3 −6

]Divide R1 by 2 and we get [

1 2−3 −6

]

1 2 0

−3 −6 0

R2+3R1

1 2 0

0 0 0

Page 84: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 12, section 5.1For λ= 5,

A−5I =[

7 4−3 −1

]−

[5 00 5

]=

[2 4−3 −6

]Divide R1 by 2 and we get [

1 2−3 −6

] 1 2 0

−3 −6 0

R2+3R1

1 2 0

0 0 0

Page 85: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 12, section 5.1

From the �rst row, x1 =−2x2. Our solution is thus,

[x1x2

]=

[ −2x2x2

]= x2

[ −21

].

Choose a convenient value for x2. Pick x2 = 1. This gives[x1x2

]=

[ −21

].

Page 86: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 12, section 5.1

From the �rst row, x1 =−2x2. Our solution is thus,[x1x2

]=

[ −2x2x2

]= x2

[ −21

].

Choose a convenient value for x2. Pick x2 = 1. This gives[x1x2

]=

[ −21

].

Page 87: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 12, section 5.1

From the �rst row, x1 =−2x2. Our solution is thus,[x1x2

]=

[ −2x2x2

]= x2

[ −21

].

Choose a convenient value for x2. Pick x2 = 1. This gives[x1x2

]=

[ −21

].

Page 88: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 14, section 5.1

Find a basis for the eigenspace of A= 1 0 −1

1 −3 04 −13 1

corresponding to λ=−2.

Solution: For λ=−2,

A+2I = 1 0 −1

1 −3 04 −13 1

+ 2 0 0

0 2 00 0 2

= 3 0 −1

1 −1 04 −13 3

3 0 −1 0

1 −1 0 0

4 −13 3 0

Swap

Page 89: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 14, section 5.1

Find a basis for the eigenspace of A= 1 0 −1

1 −3 04 −13 1

corresponding to λ=−2.

Solution: For λ=−2,

A+2I = 1 0 −1

1 −3 04 −13 1

+ 2 0 0

0 2 00 0 2

= 3 0 −1

1 −1 04 −13 3

3 0 −1 0

1 −1 0 0

4 −13 3 0

Swap

Page 90: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

1 −1 0 0

3 0 −1 0

4 −13 3 0

R2-3R1

R3-4R1

1 −1 0 0

0 3 −1 0

0 −9 3 0

R3+3R2

Page 91: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

1 −1 0 0

3 0 −1 0

4 −13 3 0

R2-3R1

R3-4R1

1 −1 0 0

0 3 −1 0

0 −9 3 0

R3+3R2

Page 92: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 14, section 5.1

1 −1 0 00 3 −1 00 0 0 0

Here x3 is a free variable.From the second row, 3x2 = x3 or x2 = 1

3x3.

From �rst row, x1 = x2 and so x1 = 1

3x3.

Our solution is thus, x1x2x3

= 1

3x3

1

3x3x3

= x3

1

31

3

1

.

Choose x3 = 3 and we have x1x2x3

= 1

13

.

Page 93: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 14, section 5.1

1 −1 0 00 3 −1 00 0 0 0

Here x3 is a free variable.From the second row, 3x2 = x3 or x2 = 1

3x3.

From �rst row, x1 = x2 and so x1 = 1

3x3.

Our solution is thus, x1x2x3

= 1

3x3

1

3x3x3

= x3

1

31

3

1

.

Choose x3 = 3 and we have x1x2x3

= 1

13

.

Page 94: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 14, section 5.1

1 −1 0 00 3 −1 00 0 0 0

Here x3 is a free variable.From the second row, 3x2 = x3 or x2 = 1

3x3.

From �rst row, x1 = x2 and so x1 = 1

3x3.

Our solution is thus, x1x2x3

= 1

3x3

1

3x3x3

= x3

1

31

3

1

.

Choose x3 = 3 and we have x1x2x3

= 1

13

.

Page 95: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Example 14, section 5.1

1 −1 0 00 3 −1 00 0 0 0

Here x3 is a free variable.From the second row, 3x2 = x3 or x2 = 1

3x3.

From �rst row, x1 = x2 and so x1 = 1

3x3.

Our solution is thus, x1x2x3

= 1

3x3

1

3x3x3

= x3

1

31

3

1

.

Choose x3 = 3 and we have x1x2x3

= 1

13

.

Page 96: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Any Surprises to Expect?

Try problems 13 and 15 in your homework. There might besomething interesting going on in these cases. If you get stuck, wewill go over them in class tomorrow.

Page 97: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Triangular Matrices

TheoremThe eigenvalues of a triangular matrix are the entries on its main

diagonal.

Proof.For simplicity, consider a 3×3 upper triangular matrix. Then

A−λI = a11 a12 a13

0 a22 a230 0 a33

− λ 0 0

0 λ 00 0 λ

= a11−λ a12 a13

0 a22−λ a230 0 a33−λ

(A−λI )x= 0 has a free variable if and only if atleast one of thediagonal entries is zero. This happens if and only if λ equals one ofthe entries a11, a22, a33 of A.

Page 98: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Triangular Matrices

TheoremThe eigenvalues of a triangular matrix are the entries on its main

diagonal.

Proof.For simplicity, consider a 3×3 upper triangular matrix. Then

A−λI = a11 a12 a13

0 a22 a230 0 a33

− λ 0 0

0 λ 00 0 λ

= a11−λ a12 a13

0 a22−λ a230 0 a33−λ

(A−λI )x= 0 has a free variable if and only if atleast one of thediagonal entries is zero. This happens if and only if λ equals one ofthe entries a11, a22, a33 of A.

Page 99: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Triangular Matrices

Example

1. Let

A= 5 1 9

0 2 30 0 6

The eigenvalues of A are 5, 2 and 6.

2. Let

A= 4 1 9

0 0 30 0 6

The eigenvalues of A are 4, 0 and 6.

Page 100: Eigenvalues and Eigenvectors (Tacoma Narrows Bridge video included)

Triangular Matrices

Example

1. Let

A= 5 1 9

0 2 30 0 6

The eigenvalues of A are 5, 2 and 6.

2. Let

A= 4 1 9

0 0 30 0 6

The eigenvalues of A are 4, 0 and 6.


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