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Stability Routh-Hurwitz Criterion Unit 5: Stability Engineering 5821: Control Systems I Faculty of Engineering & Applied Science Memorial University of Newfoundland February 26, 2010 ENGI 5821 Unit 5: Stability

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Page 1: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

StabilityRouth-Hurwitz Criterion

Unit 5: Stability

Engineering 5821:Control Systems I

Faculty of Engineering & Applied ScienceMemorial University of Newfoundland

February 26, 2010

ENGI 5821 Unit 5: Stability

Page 2: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

StabilityRouth-Hurwitz Criterion

1 Stability

1 Routh-Hurwitz Criterion

Special Case: Zero in First Column

Special Case: Row of Zeros

Stability Design Example

ENGI 5821 Unit 5: Stability

Page 3: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability

System stability can be defined w.r.t. the stability of the naturalresponse, or of the total response (natural + forced).

Stability of the natural response:

If the natural response approaches 0 as t →∞ the system isstable. If the response approaches ∞ the system is unstable.

If the natural response remains constant or oscillates thesystem is marginally stable.

Stability of the total response. Sometimes referred to asbounded-input, bounded-output (BIBO) stability:

If every bounded input yields a bounded output, the system isstable.

If any bounded input yields an unbounded output, the systemis unstable.

Page 4: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability

System stability can be defined w.r.t. the stability of the naturalresponse, or of the total response (natural + forced).

Stability of the natural response:

If the natural response approaches 0 as t →∞ the system isstable. If the response approaches ∞ the system is unstable.

If the natural response remains constant or oscillates thesystem is marginally stable.

Stability of the total response. Sometimes referred to asbounded-input, bounded-output (BIBO) stability:

If every bounded input yields a bounded output, the system isstable.

If any bounded input yields an unbounded output, the systemis unstable.

Page 5: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability

System stability can be defined w.r.t. the stability of the naturalresponse, or of the total response (natural + forced).

Stability of the natural response:

If the natural response approaches 0 as t →∞ the system isstable.

If the response approaches ∞ the system is unstable.

If the natural response remains constant or oscillates thesystem is marginally stable.

Stability of the total response. Sometimes referred to asbounded-input, bounded-output (BIBO) stability:

If every bounded input yields a bounded output, the system isstable.

If any bounded input yields an unbounded output, the systemis unstable.

Page 6: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability

System stability can be defined w.r.t. the stability of the naturalresponse, or of the total response (natural + forced).

Stability of the natural response:

If the natural response approaches 0 as t →∞ the system isstable.

If the response approaches ∞ the system is unstable.

If the natural response remains constant or oscillates thesystem is marginally stable.

Stability of the total response. Sometimes referred to asbounded-input, bounded-output (BIBO) stability:

If every bounded input yields a bounded output, the system isstable.

If any bounded input yields an unbounded output, the systemis unstable.

Page 7: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability

System stability can be defined w.r.t. the stability of the naturalresponse, or of the total response (natural + forced).

Stability of the natural response:

If the natural response approaches 0 as t →∞ the system isstable. If the response approaches ∞ the system is unstable.

If the natural response remains constant or oscillates thesystem is marginally stable.

Stability of the total response. Sometimes referred to asbounded-input, bounded-output (BIBO) stability:

If every bounded input yields a bounded output, the system isstable.

If any bounded input yields an unbounded output, the systemis unstable.

Page 8: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability

System stability can be defined w.r.t. the stability of the naturalresponse, or of the total response (natural + forced).

Stability of the natural response:

If the natural response approaches 0 as t →∞ the system isstable. If the response approaches ∞ the system is unstable.

If the natural response remains constant or oscillates thesystem is marginally stable.

Stability of the total response. Sometimes referred to asbounded-input, bounded-output (BIBO) stability:

If every bounded input yields a bounded output, the system isstable.

If any bounded input yields an unbounded output, the systemis unstable.

Page 9: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability

System stability can be defined w.r.t. the stability of the naturalresponse, or of the total response (natural + forced).

Stability of the natural response:

If the natural response approaches 0 as t →∞ the system isstable. If the response approaches ∞ the system is unstable.

If the natural response remains constant or oscillates thesystem is marginally stable.

Stability of the total response. Sometimes referred to asbounded-input, bounded-output (BIBO) stability:

If every bounded input yields a bounded output, the system isstable.

If any bounded input yields an unbounded output, the systemis unstable.

Page 10: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability

System stability can be defined w.r.t. the stability of the naturalresponse, or of the total response (natural + forced).

Stability of the natural response:

If the natural response approaches 0 as t →∞ the system isstable. If the response approaches ∞ the system is unstable.

If the natural response remains constant or oscillates thesystem is marginally stable.

Stability of the total response. Sometimes referred to asbounded-input, bounded-output (BIBO) stability:

If every bounded input yields a bounded output, the system isstable.

If any bounded input yields an unbounded output, the systemis unstable.

Page 11: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability

System stability can be defined w.r.t. the stability of the naturalresponse, or of the total response (natural + forced).

Stability of the natural response:

If the natural response approaches 0 as t →∞ the system isstable. If the response approaches ∞ the system is unstable.

If the natural response remains constant or oscillates thesystem is marginally stable.

Stability of the total response. Sometimes referred to asbounded-input, bounded-output (BIBO) stability:

If every bounded input yields a bounded output, the system isstable.

If any bounded input yields an unbounded output, the systemis unstable.

Page 12: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability

System stability can be defined w.r.t. the stability of the naturalresponse, or of the total response (natural + forced).

Stability of the natural response:

If the natural response approaches 0 as t →∞ the system isstable. If the response approaches ∞ the system is unstable.

If the natural response remains constant or oscillates thesystem is marginally stable.

Stability of the total response. Sometimes referred to asbounded-input, bounded-output (BIBO) stability:

If every bounded input yields a bounded output, the system isstable.

If any bounded input yields an unbounded output, the systemis unstable.

Page 13: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Considering the natural response, the system is stable as long as allclosed-loop system poles lie only in the left half-plane (LHP):

Pure sinusoids

DC

Growing sinusoidsDecaying sinusoids

Decaying sinusoids

Growing exponentialsDecaying exponentials

Growing sinusoids

ωj

σ

STABLEMARGINALLY

STABLE UNSTABLE

Poles in the right half-plane (RHP) yield exponentialgrowth—hence instability.

Page 14: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Considering the natural response, the system is stable as long as allclosed-loop system poles lie only in the left half-plane (LHP):

Pure sinusoids

DC

Growing sinusoidsDecaying sinusoids

Decaying sinusoids

Growing exponentialsDecaying exponentials

Growing sinusoids

ωj

σ

STABLEMARGINALLY

STABLE UNSTABLE

Poles in the right half-plane (RHP) yield exponentialgrowth—hence instability.

Page 15: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Pairs of poles on the imaginary axis lead to undamped sinusoids:

A cos(ωt + φ)

The presence of such poles make the natural response (at best)marginally stable. If a pair of poles is repeated we obtainresponses of the form:

Atn cos(ωt + φ)

where n = 1 for the second repeated pair, 2 for the third . . . Thus,if poles on the imaginary axis are repeated the system is unstable.

Page 16: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Pairs of poles on the imaginary axis lead to undamped sinusoids:

A cos(ωt + φ)

The presence of such poles make the natural response (at best)marginally stable.

If a pair of poles is repeated we obtainresponses of the form:

Atn cos(ωt + φ)

where n = 1 for the second repeated pair, 2 for the third . . . Thus,if poles on the imaginary axis are repeated the system is unstable.

Page 17: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Pairs of poles on the imaginary axis lead to undamped sinusoids:

A cos(ωt + φ)

The presence of such poles make the natural response (at best)marginally stable. If a pair of poles is repeated we obtainresponses of the form:

Atn cos(ωt + φ)

where n = 1 for the second repeated pair, 2 for the third . . . Thus,if poles on the imaginary axis are repeated the system is unstable.

Page 18: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Pairs of poles on the imaginary axis lead to undamped sinusoids:

A cos(ωt + φ)

The presence of such poles make the natural response (at best)marginally stable. If a pair of poles is repeated we obtainresponses of the form:

Atn cos(ωt + φ)

where n = 1 for the second repeated pair, 2 for the third . . . Thus,if poles on the imaginary axis are repeated the system is unstable.

Page 19: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Pairs of poles on the imaginary axis lead to undamped sinusoids:

A cos(ωt + φ)

The presence of such poles make the natural response (at best)marginally stable. If a pair of poles is repeated we obtainresponses of the form:

Atn cos(ωt + φ)

where n = 1 for the second repeated pair, 2 for the third . . . Thus,if poles on the imaginary axis are repeated the system is unstable.

Page 20: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability
Page 21: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

System stability is determined entirely by the location of the rootsof the closed-loop transfer function’s denominator.

For theexample above this polynomial was,

s3 + 3s2 + 2s + k

where k was either 3 or 7. With k = 3 the system was stable, butbecame unstable for k = 7. The roots of the denominatorpolynomial govern the system’s stability. These roots are locatedwherever the following characteristic equation holds,

s3 + 3s2 + 2s + k = 0

Page 22: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

System stability is determined entirely by the location of the rootsof the closed-loop transfer function’s denominator. For theexample above this polynomial was,

s3 + 3s2 + 2s + k

where k was either 3 or 7. With k = 3 the system was stable, butbecame unstable for k = 7. The roots of the denominatorpolynomial govern the system’s stability. These roots are locatedwherever the following characteristic equation holds,

s3 + 3s2 + 2s + k = 0

Page 23: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

System stability is determined entirely by the location of the rootsof the closed-loop transfer function’s denominator. For theexample above this polynomial was,

s3 + 3s2 + 2s + k

where k was either 3 or 7. With k = 3 the system was stable, butbecame unstable for k = 7. The roots of the denominatorpolynomial govern the system’s stability. These roots are locatedwherever the following characteristic equation holds,

s3 + 3s2 + 2s + k = 0

Page 24: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

System stability is determined entirely by the location of the rootsof the closed-loop transfer function’s denominator. For theexample above this polynomial was,

s3 + 3s2 + 2s + k

where k was either 3 or 7.

With k = 3 the system was stable, butbecame unstable for k = 7. The roots of the denominatorpolynomial govern the system’s stability. These roots are locatedwherever the following characteristic equation holds,

s3 + 3s2 + 2s + k = 0

Page 25: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

System stability is determined entirely by the location of the rootsof the closed-loop transfer function’s denominator. For theexample above this polynomial was,

s3 + 3s2 + 2s + k

where k was either 3 or 7. With k = 3 the system was stable, butbecame unstable for k = 7.

The roots of the denominatorpolynomial govern the system’s stability. These roots are locatedwherever the following characteristic equation holds,

s3 + 3s2 + 2s + k = 0

Page 26: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

System stability is determined entirely by the location of the rootsof the closed-loop transfer function’s denominator. For theexample above this polynomial was,

s3 + 3s2 + 2s + k

where k was either 3 or 7. With k = 3 the system was stable, butbecame unstable for k = 7. The roots of the denominatorpolynomial govern the system’s stability.

These roots are locatedwherever the following characteristic equation holds,

s3 + 3s2 + 2s + k = 0

Page 27: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

System stability is determined entirely by the location of the rootsof the closed-loop transfer function’s denominator. For theexample above this polynomial was,

s3 + 3s2 + 2s + k

where k was either 3 or 7. With k = 3 the system was stable, butbecame unstable for k = 7. The roots of the denominatorpolynomial govern the system’s stability. These roots are locatedwherever the following characteristic equation holds,

s3 + 3s2 + 2s + k = 0

Page 28: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

System stability is determined entirely by the location of the rootsof the closed-loop transfer function’s denominator. For theexample above this polynomial was,

s3 + 3s2 + 2s + k

where k was either 3 or 7. With k = 3 the system was stable, butbecame unstable for k = 7. The roots of the denominatorpolynomial govern the system’s stability. These roots are locatedwherever the following characteristic equation holds,

s3 + 3s2 + 2s + k = 0

Page 29: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

If the denominator polynomial has either of the followingcharacteristics, then it will have RHP roots and the system will beunstable:

If the polynomial coefficients differ in sign (i.e. not allpositive or all negative). We have stability iff thepolynomial can be factored as follows where the real part ofeach root ri is positive:

(s + r1)(s + r2) · · · (s + rn).

This will always generate a polynomial with all positivecoefficients (or all negative if we multiply everything by -1).So differently signed coefficients indicate instability.

If the polynomial has missing coefficients.

However, there are unstable polynomials with all cofficients ≥ 0.

One option is to determine the locations of the roots with Matlab.However, we will need to establish analytical criteria for stability...

Page 30: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

If the denominator polynomial has either of the followingcharacteristics, then it will have RHP roots and the system will beunstable:

If the polynomial coefficients differ in sign (i.e. not allpositive or all negative). We have stability iff thepolynomial can be factored as follows where the real part ofeach root ri is positive:

(s + r1)(s + r2) · · · (s + rn).

This will always generate a polynomial with all positivecoefficients (or all negative if we multiply everything by -1).So differently signed coefficients indicate instability.

If the polynomial has missing coefficients.

However, there are unstable polynomials with all cofficients ≥ 0.

One option is to determine the locations of the roots with Matlab.However, we will need to establish analytical criteria for stability...

Page 31: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

If the denominator polynomial has either of the followingcharacteristics, then it will have RHP roots and the system will beunstable:

If the polynomial coefficients differ in sign (i.e. not allpositive or all negative). We have stability iff thepolynomial can be factored as follows where the real part ofeach root ri is positive:

(s + r1)(s + r2) · · · (s + rn).

This will always generate a polynomial with all positivecoefficients (or all negative if we multiply everything by -1).So differently signed coefficients indicate instability.

If the polynomial has missing coefficients.

However, there are unstable polynomials with all cofficients ≥ 0.

One option is to determine the locations of the roots with Matlab.However, we will need to establish analytical criteria for stability...

Page 32: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

If the denominator polynomial has either of the followingcharacteristics, then it will have RHP roots and the system will beunstable:

If the polynomial coefficients differ in sign (i.e. not allpositive or all negative). We have stability iff thepolynomial can be factored as follows where the real part ofeach root ri is positive:

(s + r1)(s + r2) · · · (s + rn).

This will always generate a polynomial with all positivecoefficients (or all negative if we multiply everything by -1).So differently signed coefficients indicate instability.

If the polynomial has missing coefficients.

However, there are unstable polynomials with all cofficients ≥ 0.

One option is to determine the locations of the roots with Matlab.However, we will need to establish analytical criteria for stability...

Page 33: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

If the denominator polynomial has either of the followingcharacteristics, then it will have RHP roots and the system will beunstable:

If the polynomial coefficients differ in sign (i.e. not allpositive or all negative). We have stability iff thepolynomial can be factored as follows where the real part ofeach root ri is positive:

(s + r1)(s + r2) · · · (s + rn).

This will always generate a polynomial with all positivecoefficients (or all negative if we multiply everything by -1).So differently signed coefficients indicate instability.

If the polynomial has missing coefficients.

However, there are unstable polynomials with all cofficients ≥ 0.

One option is to determine the locations of the roots with Matlab.However, we will need to establish analytical criteria for stability...

Page 34: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

If the denominator polynomial has either of the followingcharacteristics, then it will have RHP roots and the system will beunstable:

If the polynomial coefficients differ in sign (i.e. not allpositive or all negative). We have stability iff thepolynomial can be factored as follows where the real part ofeach root ri is positive:

(s + r1)(s + r2) · · · (s + rn).

This will always generate a polynomial with all positivecoefficients (or all negative if we multiply everything by -1).So differently signed coefficients indicate instability.

If the polynomial has missing coefficients.

However, there are unstable polynomials with all cofficients ≥ 0.

One option is to determine the locations of the roots with Matlab.However, we will need to establish analytical criteria for stability...

Page 35: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

If the denominator polynomial has either of the followingcharacteristics, then it will have RHP roots and the system will beunstable:

If the polynomial coefficients differ in sign (i.e. not allpositive or all negative). We have stability iff thepolynomial can be factored as follows where the real part ofeach root ri is positive:

(s + r1)(s + r2) · · · (s + rn).

This will always generate a polynomial with all positivecoefficients (or all negative if we multiply everything by -1).So differently signed coefficients indicate instability.

If the polynomial has missing coefficients.

However, there are unstable polynomials with all cofficients ≥ 0.

One option is to determine the locations of the roots with Matlab.

However, we will need to establish analytical criteria for stability...

Page 36: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

If the denominator polynomial has either of the followingcharacteristics, then it will have RHP roots and the system will beunstable:

If the polynomial coefficients differ in sign (i.e. not allpositive or all negative). We have stability iff thepolynomial can be factored as follows where the real part ofeach root ri is positive:

(s + r1)(s + r2) · · · (s + rn).

This will always generate a polynomial with all positivecoefficients (or all negative if we multiply everything by -1).So differently signed coefficients indicate instability.

If the polynomial has missing coefficients.

However, there are unstable polynomials with all cofficients ≥ 0.

One option is to determine the locations of the roots with Matlab.However, we will need to establish analytical criteria for stability...

Page 37: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Routh-Hurwitz CriterionThe Routh-Hurwitz criterion allows us to obtain a count of thenumber of poles in the LHP, RHP, and on the jω-axis.

It does nottell us where the poles are, only how many there are of eachcategory.

We must first generate a Routh table. Assume our system is asfollows (we care only about the denominator):

Each row of the Routh table is labelled from the highestdenominator power down to s0. Then start with the highest powerand list every other coefficient in the first row of the table. In thesecond row list the skipped coefficients in order.

s4 a4 a2 a0

s3 a3 a1 0s2

s1

s0

Page 38: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Routh-Hurwitz CriterionThe Routh-Hurwitz criterion allows us to obtain a count of thenumber of poles in the LHP, RHP, and on the jω-axis. It does nottell us where the poles are, only how many there are of eachcategory.

We must first generate a Routh table. Assume our system is asfollows (we care only about the denominator):

Each row of the Routh table is labelled from the highestdenominator power down to s0. Then start with the highest powerand list every other coefficient in the first row of the table. In thesecond row list the skipped coefficients in order.

s4 a4 a2 a0

s3 a3 a1 0s2

s1

s0

Page 39: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Routh-Hurwitz CriterionThe Routh-Hurwitz criterion allows us to obtain a count of thenumber of poles in the LHP, RHP, and on the jω-axis. It does nottell us where the poles are, only how many there are of eachcategory.

We must first generate a Routh table.

Assume our system is asfollows (we care only about the denominator):

Each row of the Routh table is labelled from the highestdenominator power down to s0. Then start with the highest powerand list every other coefficient in the first row of the table. In thesecond row list the skipped coefficients in order.

s4 a4 a2 a0

s3 a3 a1 0s2

s1

s0

Page 40: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Routh-Hurwitz CriterionThe Routh-Hurwitz criterion allows us to obtain a count of thenumber of poles in the LHP, RHP, and on the jω-axis. It does nottell us where the poles are, only how many there are of eachcategory.

We must first generate a Routh table. Assume our system is asfollows (we care only about the denominator):

Each row of the Routh table is labelled from the highestdenominator power down to s0. Then start with the highest powerand list every other coefficient in the first row of the table. In thesecond row list the skipped coefficients in order.

s4 a4 a2 a0

s3 a3 a1 0s2

s1

s0

Page 41: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Routh-Hurwitz CriterionThe Routh-Hurwitz criterion allows us to obtain a count of thenumber of poles in the LHP, RHP, and on the jω-axis. It does nottell us where the poles are, only how many there are of eachcategory.

We must first generate a Routh table. Assume our system is asfollows (we care only about the denominator):

Each row of the Routh table is labelled from the highestdenominator power down to s0. Then start with the highest powerand list every other coefficient in the first row of the table. In thesecond row list the skipped coefficients in order.

s4 a4 a2 a0

s3 a3 a1 0s2

s1

s0

Page 42: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Routh-Hurwitz CriterionThe Routh-Hurwitz criterion allows us to obtain a count of thenumber of poles in the LHP, RHP, and on the jω-axis. It does nottell us where the poles are, only how many there are of eachcategory.

We must first generate a Routh table. Assume our system is asfollows (we care only about the denominator):

Each row of the Routh table is labelled from the highestdenominator power down to s0.

Then start with the highest powerand list every other coefficient in the first row of the table. In thesecond row list the skipped coefficients in order.

s4 a4 a2 a0

s3 a3 a1 0s2

s1

s0

Page 43: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Routh-Hurwitz CriterionThe Routh-Hurwitz criterion allows us to obtain a count of thenumber of poles in the LHP, RHP, and on the jω-axis. It does nottell us where the poles are, only how many there are of eachcategory.

We must first generate a Routh table. Assume our system is asfollows (we care only about the denominator):

Each row of the Routh table is labelled from the highestdenominator power down to s0. Then start with the highest powerand list every other coefficient in the first row of the table.

In thesecond row list the skipped coefficients in order.

s4 a4 a2 a0

s3 a3 a1 0s2

s1

s0

Page 44: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Routh-Hurwitz CriterionThe Routh-Hurwitz criterion allows us to obtain a count of thenumber of poles in the LHP, RHP, and on the jω-axis. It does nottell us where the poles are, only how many there are of eachcategory.

We must first generate a Routh table. Assume our system is asfollows (we care only about the denominator):

Each row of the Routh table is labelled from the highestdenominator power down to s0. Then start with the highest powerand list every other coefficient in the first row of the table. In thesecond row list the skipped coefficients in order.

s4 a4 a2 a0

s3 a3 a1 0s2

s1

s0

Page 45: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Routh-Hurwitz CriterionThe Routh-Hurwitz criterion allows us to obtain a count of thenumber of poles in the LHP, RHP, and on the jω-axis. It does nottell us where the poles are, only how many there are of eachcategory.

We must first generate a Routh table. Assume our system is asfollows (we care only about the denominator):

Each row of the Routh table is labelled from the highestdenominator power down to s0. Then start with the highest powerand list every other coefficient in the first row of the table. In thesecond row list the skipped coefficients in order.

s4 a4 a2 a0

s3 a3 a1 0s2

s1

s0

Page 46: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

We continue by filling in each entry as a negative determinantdivided by the first column of the row above.

The left column ofthe determinant comes from the first entries of the two rowsabove. The right column comes from the elements of columnsabove and to the right.

s4 a4 a2 a0

s3 a3 a1 0

s2

˛̨̨̨˛̨ a4 a2

a3 a1

˛̨̨̨˛̨

a3= b1

˛̨̨̨˛̨ a4 a0

a3 0

˛̨̨̨˛̨

a3= b2

˛̨̨̨˛̨ a4 0

a3 0

˛̨̨̨˛̨

a3= 0

s1

˛̨̨̨˛̨ a3 a1

b1 b2

˛̨̨̨˛̨

b1= c1

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

s0

˛̨̨̨˛̨ b1 b2

c1 0

˛̨̨̨˛̨

c1= d1

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

Page 47: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

We continue by filling in each entry as a negative determinantdivided by the first column of the row above. The left column ofthe determinant comes from the first entries of the two rowsabove.

The right column comes from the elements of columnsabove and to the right.

s4 a4 a2 a0

s3 a3 a1 0

s2

˛̨̨̨˛̨ a4 a2

a3 a1

˛̨̨̨˛̨

a3= b1

˛̨̨̨˛̨ a4 a0

a3 0

˛̨̨̨˛̨

a3= b2

˛̨̨̨˛̨ a4 0

a3 0

˛̨̨̨˛̨

a3= 0

s1

˛̨̨̨˛̨ a3 a1

b1 b2

˛̨̨̨˛̨

b1= c1

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

s0

˛̨̨̨˛̨ b1 b2

c1 0

˛̨̨̨˛̨

c1= d1

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

Page 48: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

We continue by filling in each entry as a negative determinantdivided by the first column of the row above. The left column ofthe determinant comes from the first entries of the two rowsabove. The right column comes from the elements of columnsabove and to the right.

s4 a4 a2 a0

s3 a3 a1 0

s2

˛̨̨̨˛̨ a4 a2

a3 a1

˛̨̨̨˛̨

a3= b1

˛̨̨̨˛̨ a4 a0

a3 0

˛̨̨̨˛̨

a3= b2

˛̨̨̨˛̨ a4 0

a3 0

˛̨̨̨˛̨

a3= 0

s1

˛̨̨̨˛̨ a3 a1

b1 b2

˛̨̨̨˛̨

b1= c1

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

s0

˛̨̨̨˛̨ b1 b2

c1 0

˛̨̨̨˛̨

c1= d1

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

Page 49: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

We continue by filling in each entry as a negative determinantdivided by the first column of the row above. The left column ofthe determinant comes from the first entries of the two rowsabove. The right column comes from the elements of columnsabove and to the right.

s4 a4 a2 a0

s3 a3 a1 0

s2

˛̨̨̨˛̨ a4 a2

a3 a1

˛̨̨̨˛̨

a3= b1

˛̨̨̨˛̨ a4 a0

a3 0

˛̨̨̨˛̨

a3= b2

˛̨̨̨˛̨ a4 0

a3 0

˛̨̨̨˛̨

a3= 0

s1

˛̨̨̨˛̨ a3 a1

b1 b2

˛̨̨̨˛̨

b1= c1

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

s0

˛̨̨̨˛̨ b1 b2

c1 0

˛̨̨̨˛̨

c1= d1

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

Page 50: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

We continue by filling in each entry as a negative determinantdivided by the first column of the row above. The left column ofthe determinant comes from the first entries of the two rowsabove. The right column comes from the elements of columnsabove and to the right.

s4 a4 a2 a0

s3 a3 a1 0

s2

˛̨̨̨˛̨ a4 a2

a3 a1

˛̨̨̨˛̨

a3= b1

˛̨̨̨˛̨ a4 a0

a3 0

˛̨̨̨˛̨

a3= b2

˛̨̨̨˛̨ a4 0

a3 0

˛̨̨̨˛̨

a3= 0

s1

˛̨̨̨˛̨ a3 a1

b1 b2

˛̨̨̨˛̨

b1= c1

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

s0

˛̨̨̨˛̨ b1 b2

c1 0

˛̨̨̨˛̨

c1= d1

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

Page 51: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

We continue by filling in each entry as a negative determinantdivided by the first column of the row above. The left column ofthe determinant comes from the first entries of the two rowsabove. The right column comes from the elements of columnsabove and to the right.

s4 a4 a2 a0

s3 a3 a1 0

s2

˛̨̨̨˛̨ a4 a2

a3 a1

˛̨̨̨˛̨

a3= b1

˛̨̨̨˛̨ a4 a0

a3 0

˛̨̨̨˛̨

a3= b2

˛̨̨̨˛̨ a4 0

a3 0

˛̨̨̨˛̨

a3= 0

s1

˛̨̨̨˛̨ a3 a1

b1 b2

˛̨̨̨˛̨

b1= c1

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

s0

˛̨̨̨˛̨ b1 b2

c1 0

˛̨̨̨˛̨

c1= d1

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

Page 52: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

We continue by filling in each entry as a negative determinantdivided by the first column of the row above. The left column ofthe determinant comes from the first entries of the two rowsabove. The right column comes from the elements of columnsabove and to the right.

s4 a4 a2 a0

s3 a3 a1 0

s2

˛̨̨̨˛̨ a4 a2

a3 a1

˛̨̨̨˛̨

a3= b1

˛̨̨̨˛̨ a4 a0

a3 0

˛̨̨̨˛̨

a3= b2

˛̨̨̨˛̨ a4 0

a3 0

˛̨̨̨˛̨

a3= 0

s1

˛̨̨̨˛̨ a3 a1

b1 b2

˛̨̨̨˛̨

b1= c1

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

s0

˛̨̨̨˛̨ b1 b2

c1 0

˛̨̨̨˛̨

c1= d1

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

Page 53: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

We continue by filling in each entry as a negative determinantdivided by the first column of the row above. The left column ofthe determinant comes from the first entries of the two rowsabove. The right column comes from the elements of columnsabove and to the right.

s4 a4 a2 a0

s3 a3 a1 0

s2

˛̨̨̨˛̨ a4 a2

a3 a1

˛̨̨̨˛̨

a3= b1

˛̨̨̨˛̨ a4 a0

a3 0

˛̨̨̨˛̨

a3= b2

˛̨̨̨˛̨ a4 0

a3 0

˛̨̨̨˛̨

a3= 0

s1

˛̨̨̨˛̨ a3 a1

b1 b2

˛̨̨̨˛̨

b1= c1

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

˛̨̨̨˛̨ a3 0

b1 0

˛̨̨̨˛̨

b1= 0

s0

˛̨̨̨˛̨ b1 b2

c1 0

˛̨̨̨˛̨

c1= d1

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

˛̨̨̨˛̨ b1 0

c1 0

˛̨̨̨˛̨

c1= 0

Page 54: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31s2 10 1030

1 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant. This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes. Therefore thesystem has two RHP poles and is unstable.

Page 55: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31

s2 10 10301 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant. This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes. Therefore thesystem has two RHP poles and is unstable.

Page 56: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31s2 10 1030

1 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant. This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes. Therefore thesystem has two RHP poles and is unstable.

Page 57: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31s2 10 1030

1 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant. This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes. Therefore thesystem has two RHP poles and is unstable.

Page 58: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31s2 10 1030

1 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant. This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes. Therefore thesystem has two RHP poles and is unstable.

Page 59: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31s2 10 1030

1 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant. This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes. Therefore thesystem has two RHP poles and is unstable.

Page 60: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31s2 10 1030

1 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant. This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes. Therefore thesystem has two RHP poles and is unstable.

Page 61: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31s2 10 1030

1 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant. This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes. Therefore thesystem has two RHP poles and is unstable.

Page 62: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31s2 10 1030

1 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant. This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes. Therefore thesystem has two RHP poles and is unstable.

Page 63: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31s2 10 1030

1 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant.

This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes. Therefore thesystem has two RHP poles and is unstable.

Page 64: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31s2 10 1030

1 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant. This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes. Therefore thesystem has two RHP poles and is unstable.

Page 65: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31s2 10 1030

1 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant. This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes. Therefore thesystem has two RHP poles and is unstable.

Page 66: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31s2 10 1030

1 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant. This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes.

Therefore thesystem has two RHP poles and is unstable.

Page 67: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. G (s) = 1000s3+10s2+31s+1030

s3 1 31s2 10 1030

1 103

s1

˛̨̨̨˛̨ 1 31

1 103

˛̨̨̨˛̨

1 = −72

˛̨̨̨˛̨ 1 0

1 0

˛̨̨̨˛̨

1 = 0

s0

˛̨̨̨˛̨ 1 103−72 0

˛̨̨̨˛̨

−72 = 103

˛̨̨̨˛̨ 1 0−72 0

˛̨̨̨˛̨

−72 = 0

Note: For convenience, we can multiply any row by a positiveconstant. This was done in the s2 row above.

Routh Table Interpretation: The number of RHP roots equalsthe number of sign changes in the first column. (The proof of thisstatement is beyond the scope of this course)

For the example above there are two sign changes. Therefore thesystem has two RHP poles and is unstable.

Page 68: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

StabilityRouth-Hurwitz Criterion

Special Case: Zero in First ColumnSpecial Case: Row of ZerosStability Design Example

Note that the width of the table is governed by the formula dn+12 e

where n is the order of the polynomial and n + 1 is the number ofcoefficients.

e.g. 7s7 + 6s6 + 5s5 + 4s4 + 3s3 + 2s2 + s + k requires 4 columns.

e.g. 8s8 + 7s7 + 6s6 + 5s5 + 4s4 + 3s3 + 2s2 + s + k requires 5columns.

You can forget this width rule as long as you remember to stopfilling in entries when a column of zeros is obtained.

ENGI 5821 Unit 5: Stability

Page 69: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

StabilityRouth-Hurwitz Criterion

Special Case: Zero in First ColumnSpecial Case: Row of ZerosStability Design Example

Note that the width of the table is governed by the formula dn+12 e

where n is the order of the polynomial and n + 1 is the number ofcoefficients.

e.g. 7s7 + 6s6 + 5s5 + 4s4 + 3s3 + 2s2 + s + k requires 4 columns.

e.g. 8s8 + 7s7 + 6s6 + 5s5 + 4s4 + 3s3 + 2s2 + s + k requires 5columns.

You can forget this width rule as long as you remember to stopfilling in entries when a column of zeros is obtained.

ENGI 5821 Unit 5: Stability

Page 70: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

StabilityRouth-Hurwitz Criterion

Special Case: Zero in First ColumnSpecial Case: Row of ZerosStability Design Example

Note that the width of the table is governed by the formula dn+12 e

where n is the order of the polynomial and n + 1 is the number ofcoefficients.

e.g. 7s7 + 6s6 + 5s5 + 4s4 + 3s3 + 2s2 + s + k requires 4 columns.

e.g. 8s8 + 7s7 + 6s6 + 5s5 + 4s4 + 3s3 + 2s2 + s + k requires 5columns.

You can forget this width rule as long as you remember to stopfilling in entries when a column of zeros is obtained.

ENGI 5821 Unit 5: Stability

Page 71: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

StabilityRouth-Hurwitz Criterion

Special Case: Zero in First ColumnSpecial Case: Row of ZerosStability Design Example

Note that the width of the table is governed by the formula dn+12 e

where n is the order of the polynomial and n + 1 is the number ofcoefficients.

e.g. 7s7 + 6s6 + 5s5 + 4s4 + 3s3 + 2s2 + s + k requires 4 columns.

e.g. 8s8 + 7s7 + 6s6 + 5s5 + 4s4 + 3s3 + 2s2 + s + k requires 5columns.

You can forget this width rule as long as you remember to stopfilling in entries when a column of zeros is obtained.

ENGI 5821 Unit 5: Stability

Page 72: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case.

Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 73: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.

Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 74: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 75: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 76: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5

s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 77: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3

s3 ε 72 0

s2 6ε−7ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 78: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε

72 0

s2 6ε−7ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 79: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2

0s2 6ε−7

ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 80: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0

s2 6ε−7ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 81: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε

3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 82: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε 3

0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 83: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 84: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 85: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 86: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs:

+, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 87: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 88: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.

The system is unstable.

Page 89: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Special Case: Zero in First Column

If the first column of any row becomes 0 we have to handle this asa special case. Replace the 0 with a small positive constant ε.Continue as normal...

e.g. s5 + 2s4 + 3s3 + 6s2 + 5s + 3

s5 1 3 5s4 2 6 3s3 ε 7

2 0s2 6ε−7

ε 3 0

s1 42ε−49−6ε2

12ε−14 0 0

s0 3 0 0

Signs: +, +, +, -, +, +

Thus, there are two sign changes and therefore two RHP poles.The system is unstable.

Page 90: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

StabilityRouth-Hurwitz Criterion

Special Case: Zero in First ColumnSpecial Case: Row of ZerosStability Design Example

Special Case: Row of Zeros

A row of zeros (ROZ) will occur if there is an even polynomial(EP) that is a factor of the polynomial we are working on.

Thecoefficients of this EP are found in the row above the zero row.The power of the EP is given by the row above the zero row. Wecontinue the Routh table by replacing the zero row with thecoefficients of the derivative of the EP.

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

ENGI 5821 Unit 5: Stability

Page 91: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

StabilityRouth-Hurwitz Criterion

Special Case: Zero in First ColumnSpecial Case: Row of ZerosStability Design Example

Special Case: Row of Zeros

A row of zeros (ROZ) will occur if there is an even polynomial(EP) that is a factor of the polynomial we are working on. Thecoefficients of this EP are found in the row above the zero row.

The power of the EP is given by the row above the zero row. Wecontinue the Routh table by replacing the zero row with thecoefficients of the derivative of the EP.

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

ENGI 5821 Unit 5: Stability

Page 92: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

StabilityRouth-Hurwitz Criterion

Special Case: Zero in First ColumnSpecial Case: Row of ZerosStability Design Example

Special Case: Row of Zeros

A row of zeros (ROZ) will occur if there is an even polynomial(EP) that is a factor of the polynomial we are working on. Thecoefficients of this EP are found in the row above the zero row.The power of the EP is given by the row above the zero row.

Wecontinue the Routh table by replacing the zero row with thecoefficients of the derivative of the EP.

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

ENGI 5821 Unit 5: Stability

Page 93: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

StabilityRouth-Hurwitz Criterion

Special Case: Zero in First ColumnSpecial Case: Row of ZerosStability Design Example

Special Case: Row of Zeros

A row of zeros (ROZ) will occur if there is an even polynomial(EP) that is a factor of the polynomial we are working on. Thecoefficients of this EP are found in the row above the zero row.The power of the EP is given by the row above the zero row. Wecontinue the Routh table by replacing the zero row with thecoefficients of the derivative of the EP.

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

ENGI 5821 Unit 5: Stability

Page 94: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

StabilityRouth-Hurwitz Criterion

Special Case: Zero in First ColumnSpecial Case: Row of ZerosStability Design Example

Special Case: Row of Zeros

A row of zeros (ROZ) will occur if there is an even polynomial(EP) that is a factor of the polynomial we are working on. Thecoefficients of this EP are found in the row above the zero row.The power of the EP is given by the row above the zero row. Wecontinue the Routh table by replacing the zero row with thecoefficients of the derivative of the EP.

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

ENGI 5821 Unit 5: Stability

Page 95: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 96: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8

s4 7 42 56 Multiply by 1/71 6 8

s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from aboverow’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 97: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 98: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8

s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from aboverow’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 99: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ!

Form EP = s4 + 6s2 + 8 from aboverow’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 100: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients.

Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 101: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 102: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0

Multipy by 1/41 3 0

s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 103: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 104: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0

s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 105: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0

s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 106: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0

s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 107: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 108: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.

Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 109: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP.

In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 110: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below.

Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 111: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles.

Isthe system stable or only marginally stable?

Page 112: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s5 + 7s4 + 6s3 + 42s2 + 8s + 56

s5 1 6 8s4 7 42 56 Multiply by 1/7

1 6 8s3 0 0 0 ROZ! Form EP = s4 + 6s2 + 8 from above

row’s cofficients. Differentiate to obtain4s3 + 12s.

4 12 0Multipy by 1/4

1 3 0s2 3 8 0s1 1/3 0 0s0 8 0 0

Interpretation: We must split our interpretation and consider firstthe part above the ROZ separately from the part below.Everything below the ROZ is a test of EP. In this case we see nosign changes above or below. Therefore there are no RHP poles. Isthe system stable or only marginally stable?

Page 113: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

In the previous example the EP s4 + 6s2 + 8 was a factor of theoriginal polynomial.

EP’s have the property that their roots arealways symmetric about the origin. These roots can be purely real,purely imaginary, or complex, but each root will have a matchlocated 180o opposite.

This means that a system with an even polynomial factor willeither be unstable (A or C) or marginally stable (B). In ourexample s4 + 6s2 + 8 has four purely imaginary roots (two pairs ofroots as in B). Therefore the system is marginally stable.

Page 114: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

In the previous example the EP s4 + 6s2 + 8 was a factor of theoriginal polynomial. EP’s have the property that their roots arealways symmetric about the origin.

These roots can be purely real,purely imaginary, or complex, but each root will have a matchlocated 180o opposite.

This means that a system with an even polynomial factor willeither be unstable (A or C) or marginally stable (B). In ourexample s4 + 6s2 + 8 has four purely imaginary roots (two pairs ofroots as in B). Therefore the system is marginally stable.

Page 115: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

In the previous example the EP s4 + 6s2 + 8 was a factor of theoriginal polynomial. EP’s have the property that their roots arealways symmetric about the origin. These roots can be purely real,purely imaginary, or complex, but each root will have a matchlocated 180o opposite.

This means that a system with an even polynomial factor willeither be unstable (A or C) or marginally stable (B). In ourexample s4 + 6s2 + 8 has four purely imaginary roots (two pairs ofroots as in B). Therefore the system is marginally stable.

Page 116: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

In the previous example the EP s4 + 6s2 + 8 was a factor of theoriginal polynomial. EP’s have the property that their roots arealways symmetric about the origin. These roots can be purely real,purely imaginary, or complex, but each root will have a matchlocated 180o opposite.

This means that a system with an even polynomial factor willeither be unstable (A or C) or marginally stable (B). In ourexample s4 + 6s2 + 8 has four purely imaginary roots (two pairs ofroots as in B). Therefore the system is marginally stable.

Page 117: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

In the previous example the EP s4 + 6s2 + 8 was a factor of theoriginal polynomial. EP’s have the property that their roots arealways symmetric about the origin. These roots can be purely real,purely imaginary, or complex, but each root will have a matchlocated 180o opposite.

This means that a system with an even polynomial factor willeither be unstable (A or C) or marginally stable (B).

In ourexample s4 + 6s2 + 8 has four purely imaginary roots (two pairs ofroots as in B). Therefore the system is marginally stable.

Page 118: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

In the previous example the EP s4 + 6s2 + 8 was a factor of theoriginal polynomial. EP’s have the property that their roots arealways symmetric about the origin. These roots can be purely real,purely imaginary, or complex, but each root will have a matchlocated 180o opposite.

This means that a system with an even polynomial factor willeither be unstable (A or C) or marginally stable (B). In ourexample s4 + 6s2 + 8 has four purely imaginary roots (two pairs ofroots as in B). Therefore the system is marginally stable.

Page 119: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 120: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20

s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 121: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0

s6 -10 -20 10 20 0 Multiply by 1/10-1 -2 1 2 0

s5 20 60 40 0 0 Multipy by 1/201 3 2 0 0

s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 122: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 123: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0

s5 20 60 40 0 0 Multipy by 1/201 3 2 0 0

s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 124: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 125: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0

s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 126: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0

s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 127: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ!

EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 128: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 129: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/4

2 3 0 0 0 Multiply by 1/2s2 3/2 2 0 0 0 Multipy by 2

3 4 0 0 0s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 130: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 131: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 2

3 4 0 0 0s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 132: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 133: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0

s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 134: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 135: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles.

The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 136: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are.

Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 137: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes.

Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 138: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis.

The final two poles belong

to the original polynomial and must be in the LHP.

Page 139: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

e.g. s8 + s7 + 12s6 + 22s5 + 39s4 + 59s3 + 48s2 + 38s + 20

s8 1 12 39 48 20s7 1 22 59 38 0s6 -10 -20 10 20 0 Multiply by 1/10

-1 -2 1 2 0s5 20 60 40 0 0 Multipy by 1/20

1 3 2 0 0s4 1 3 2 0 0s3 0 0 0 0 0 ROZ! EP = s4 + 3s2 + 2

4 6 0 0 0 Multiply by 1/42 3 0 0 0 Multiply by 1/2

s2 3/2 2 0 0 0 Multipy by 23 4 0 0 0

s1 1/3 0 0 0 0s0 4 0 0 0 0

Interpretation: Two sign changes above the line, implies two RHP poles. The system is unstable, but we may still

want to know where the poles are. Below the line there are no sign changes. Since this part comes from the EP

which has symmetrical roots, we know that all four of its roots must be on the jω-axis. The final two poles belong

to the original polynomial and must be in the LHP.

Page 140: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour.

Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386. Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.

Page 141: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386. Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.

Page 142: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386. Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.

Page 143: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77

s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386. Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.

Page 144: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386. Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.

Page 145: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386. Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.

Page 146: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386. Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.

Page 147: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386. Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.

Page 148: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386. Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.

Page 149: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ.

The EP is 18s2 + 1386. Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.

Page 150: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386.

Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.

Page 151: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386. Differentiateto obtain 36s.

Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.

Page 152: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386. Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0].

There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.

Page 153: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386. Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis.

Thus, the system is marginally stable.

Page 154: Unit 5: Stability - Memorial University of Newfoundland System stability can be de ned w.r.t. the stability of the natural response, or of the total response (natural + forced). Stability

Stability Design Example

e.g. Find the range of gain K for the closed-loop transfer functionT (s) that will lead to stable, unstable, and marginally stablebehaviour. Assume K > 0.

T (s) =K

s3 + 18s2 + 77s + K

s3 1 77s2 18 K

s1 1386−K18 0

s0 K 0

If K < 1386 there are no sign changes and the system is stable.

If K > 1386 we have two sign changes and the system is unstable.

If K = 1386 we have a ROZ. The EP is 18s2 + 1386. Differentiateto obtain 36s. Replacing the ROZ with [36, 0] the next rowbecomes [1386, 0]. There are no sign changes so the EP must haveboth roots on the jω axis. Thus, the system is marginally stable.