Routh-Hurwitz Stability Criterion: Solving Feedback Control Systems Homework

AI Thread Summary
The discussion focuses on applying the Routh-Hurwitz Stability Criterion to solve feedback control systems homework problems. For the first question, participants confirm that constructing the Routh Array and ensuring the first row is positive yields a maximum gain (Kmax) of 1. The second question involves forming an auxiliary equation using the coefficients from the s^2 line to find the roots of the characteristic equation. Solving this leads to two imaginary roots, which represent the oscillation frequency at K = 1. The conversation emphasizes the importance of understanding the Routh-Hurwitz Criterion for stability analysis in control systems.
asd1249jf

Homework Statement



http://img24.imageshack.us/img24/9028/72841137.jpg

Homework Equations



Routh-Hurwitz Stability Criterion

The Attempt at a Solution



For first question, you just write the Routh Array, make sure that the first row is all positive and you get Kmax = 1. Simple enough

How would I approach the second question though? Any starters would be sincerely appreciated.
 
Last edited by a moderator:
Physics news on Phys.org
l46kok said:

Homework Statement



http://img24.imageshack.us/img24/9028/72841137.jpg

Homework Equations



Routh-Hurwitz Stability Criterion

The Attempt at a Solution



For first question, you just write the Routh Array, make sure that the first row is all positive and you get Kmax = 1. Simple enough

How would I approach the second question though? Any starters would be sincerely appreciated.

You got the value K = 1 by making the line s^1 equal to zero. Now, you form an auxiliary equation with the coefficients of the s^2 line. The roots of the auxiliary equation are also roots of the characteristic equation. Solve it and you get two imaginary roots, whose module is the oscillation frequency when K = 1.
 
Last edited by a moderator:
Thread 'Have I solved this structural engineering equation correctly?'
Hi all, I have a structural engineering book from 1979. I am trying to follow it as best as I can. I have come to a formula that calculates the rotations in radians at the rigid joint that requires an iterative procedure. This equation comes in the form of: $$ x_i = \frac {Q_ih_i + Q_{i+1}h_{i+1}}{4K} + \frac {C}{K}x_{i-1} + \frac {C}{K}x_{i+1} $$ Where: ## Q ## is the horizontal storey shear ## h ## is the storey height ## K = (6G_i + C_i + C_{i+1}) ## ## G = \frac {I_g}{h} ## ## C...
Back
Top