1 / 19

Interarea Oscillations

Interarea Oscillations. Starrett Mini-Lecture #5. Interarea Oscillations - Linear or Nonlinear?. Mostly studied as a linear phenomenon More evidence of nonlinear or stressed system problem. Why do We Like Linear Systems?. Easy to solve differential equations

Télécharger la présentation

Interarea Oscillations

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Interarea Oscillations Starrett Mini-Lecture #5

  2. Interarea Oscillations - Linear or Nonlinear? • Mostly studied as a linear phenomenon • More evidence of nonlinear or stressed system problem

  3. Why do We Like Linear Systems? • Easy to solve differential equations • Can calculate frequencies and damping • Design control systems easily • Pretty good approximation

  4. Small-Signal Stability -> Linear System Analysis • State Space representationDx = A Dx + B DuDy = C Dx + D Du • A = ¶f1/¶x1 ... ¶f1/¶xn B = {¶f/¶u}¶f2/¶x1 ... ¶f2/¶xn ...¶fn/¶x1 ... ¶fn/¶xn

  5. Linear System Terms • Eigenvalues • Eigenvectors • Jordan Canonical Form • System Trajectories • Measures of system performance

  6. Eigenvalues • Roots of characteristic equation • Tell stability properties of linear system (Hartman-Grobman Theorem) • Eigenvalues => l = s + jw

  7. Linear System Solution • x(t) = C1 el1t + C2 el2t ... + Cn elnt • x(t) = C1 e(s1+ jw1)t + C2 e(s2+ jw2)t … + Cn e(sn+ jwn)t • x(t) = D1 es1tcos(w1t) + D2 es2tcos(w2t) … • Constants are dependent on initial conditions

  8. Calculating Eigenvalues • A ri = li ri • A = system plant matrix • l = eigenvalue • r = an nX1 vector (right eigenvector) • Rearranging … • (A - lI)r = 0 => det(A - lI) = 0

  9. Solving for Right Eigenvectors • A ri = li ri • Solve system of linear algebraic equations for components of ri, (r1i, r2i, r3i, etc.) • Right Modal Matrix, • R = square matrix with ri's as columns

  10. Left Modal Matrix & Left Eigenvectors • L = R-1 • left eigenvectors = li's = rows of L • li A = li li

  11. Free Response of a System of Linear Differential Equations • Dx = A Dx • Define a variable transformation • Dx = R z • Substitute into diff. eq. • R z’ = A R z • Pre-multiply both sides by R-1 = L • L R z’ = R-1R z = R-1A R z = L A R z = L z

  12. Jordan Canonical Form • z’ = L z • L = diagonalized matrix with li's on diagonalL = l1 0 0 0 ... 0 l2 0 0 ... 0 0 l3 0 ... ... 0 0 0 ... ln

  13. The Jordan Form System is Decoupled • z1 = l1 z1 => z1(t) = z1o el1t • z2 = l2 z2 => z2(t) = z2o el2t … • zn = ln zn => zn(t) = zno elnt

  14. Now Transform Solutions Back to x-Space • Dx = R z => Dx(t) = R z(t) • Dx1(t) = r11 z1(t) + r12 z2(t) + ... R1n zn(t) • Dx1(t) = r11 z1oel2t + r12 z2oel2t… + r1n zno elnt

  15. Initial Conditions • zio's are the initial conditions in z-space • xo is the vector of initial conditions in x-spaceDx = Rz => LDx = L R z => LDx = z • so . . . zo = L xo and zio = l11 x1o + l12 x2o + . . . + l1n xno

  16. Visualize the Linear Systems Analysis x1 z1 z2 x2 Angle-Speed Space Jordan State Space

  17. In-Class Exercise A = 1 2 3 1 1. Eigenvalues = ? 2. What values of x1o and x2o correspond to z1o = 1, z2o = 0? R = 0.6325 -0.6325 0.7746 0.7746 L = 0.7906 0.6455 -0.7906 0.6455

  18. Answers 1 - l 2 3 1 - l

  19. More Answers 0.6325 -0.6325 0.7746 0.7746 1 0

More Related