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Biosystems Analysis and Optimization      47

               where τ is the time delay. Because this nonlinearity plays an impor-
               tant role with respect to the stability of a controlled system, it is often
               replaced by a linear approximation to be able to use linear stability
               analysis tools such as root locus (Franklin et al. 2006). A useful linear
               approximation is known as the second-order Padé approximant
               (Franklin et al. 2006), presented by the following expression:


                                           s −  6 s +  12
                                            2
                                G () =  e −τ  ≈  τ  τ  2            (2.36)
                                        s
                                   s
                                 td            6   12
                                           s +   s +
                                            2
                                               τ   τ  2
          2.3 System Analysis
               Once a design model is built, we want to investigate and predict the
               system behavior under different conditions. For this purpose we can
               make use of computer simulation tools.

               2.3.1  Response of the System to a Step Input
               The description of a system in the time domain is typically given in terms
               of its response to a step input. The step response of a second-order sys-
               tem with natural frequency ω  = 1 rad/s and damping ratio ζ = 0.5 is
                                        n
               illustrated in Fig. 2.9. Several characteristics describing the dynamic
               behavior of the system can be derived from this step response:


                        1.4
                            Peak response y max
                        1.2
                                                      Steady state
                         1


                       Signal  0.8
                        0.6

                        0.4

                        0.2          Peak time T p
                                                   Settling time T s
                         0
                           0            5           10           15
                               Rise time T r  Time (s)

               FIGURE 2.9  Time response of a second-order system (solid) to a unit step
               input (dash) with the 2 percent error band around the steady-state value
               (dash-dot) and the most important time response properties: rise time, peak
               response, settling time, and steady state.
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