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  2. Damping - Wikipedia

    en.wikipedia.org/wiki/Damping

    The effect of varying damping ratio on a second-order system. The damping ratio is a parameter, usually denoted by ζ (Greek letter zeta), [7] that characterizes the frequency response of a second-order ordinary differential equation. It is particularly important in the study of control theory. It is also important in the harmonic oscillator ...

  3. Settling time - Wikipedia

    en.wikipedia.org/wiki/Settling_time

    Settling time depends on the system response and natural frequency. The settling time for a second order , underdamped system responding to a step response can be approximated if the damping ratio ζ ≪ 1 {\displaystyle \zeta \ll 1} by T s = − ln ⁡ ( tolerance fraction ) damping ratio × natural freq {\displaystyle T_{s}=-{\frac {\ln ...

  4. Time constant - Wikipedia

    en.wikipedia.org/wiki/Time_constant

    First order LTI systems are characterized by the differential equation + = where τ represents the exponential decay constant and V is a function of time t = (). The right-hand side is the forcing function f(t) describing an external driving function of time, which can be regarded as the system input, to which V(t) is the response, or system output.

  5. Duhamel's integral - Wikipedia

    en.wikipedia.org/wiki/Duhamel's_integral

    The response of a linear, viscously damped single-degree of freedom (SDOF) system to a time-varying mechanical excitation p(t) is given by the following second-order ordinary differential equation

  6. Step response - Wikipedia

    en.wikipedia.org/wiki/Step_response

    A typical step response for a second order system, illustrating overshoot, followed by ringing, all subsiding within a settling time. The step response of a system in a given initial state consists of the time evolution of its outputs when its control inputs are Heaviside step functions. In electronic engineering and control theory, step ...

  7. Newmark-beta method - Wikipedia

    en.wikipedia.org/wiki/Newmark-beta_method

    It is widely used in numerical evaluation of the dynamic response of structures and solids such as in finite element analysis to model dynamic systems. The method is named after Nathan M. Newmark , [ 1 ] former Professor of Civil Engineering at the University of Illinois at Urbana–Champaign , who developed it in 1959 for use in structural ...

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  9. Exponential smoothing - Wikipedia

    en.wikipedia.org/wiki/Exponential_smoothing

    The time constant of an exponential moving average is the amount of time for the smoothed response of a unit step function to reach / % of the original signal. The relationship between this time constant, τ {\displaystyle \tau } , and the smoothing factor, α {\displaystyle \alpha } , is given by the following formula: