The Nyquist stability criterion examines the stability of a linear control system by analyzing the contour of the open-loop transfer function G(s)H(s) in the complex plane. If the contour encircles the point -1+j0 in an anticlockwise direction the same number of times as the number of poles of G(s)H(s) in the right half plane, then the closed-loop system is stable. If there is no encirclement of -1+j0, the system is stable if there are no right half plane poles, and unstable if there are. Clockwise encirclement of -1+j0 always results in an unstable system. The criterion can be used
This document discusses Nyquist stability criteria and polar plots. It provides an example of using a Nyquist plot to determine the range of open-loop gain K that results in a stable closed-loop system. Specifically, it shows that for a system with an open-loop pole at 2 and closed-loop pole at 1, the gain K must be greater than 0.75 to move the closed-loop pole into the left half plane and ensure stability. It also describes how to sketch a polar plot from the frequency response of a system and provides an example of evaluating the magnitude and phase of a frequency response at a given frequency to plot it on the complex plane.
Time response and analysis kaushal shahKaushal Shah
This document provides an overview of time response analysis for control systems. It discusses how a system's output changes over time in response to different input functions, including impulse, step, ramp, parabolic, and sinusoidal inputs. The time response has two parts: the transient response, where the output is changing, and the steady state response, where the output is constant. Specifications for time response include maximum overshoot, peak time, settling time, and rise time. Both time and frequency domain analyses are used to evaluate control systems, with frequency domain being simpler for higher order systems.
1. The document discusses different coordinate systems including rectangular, cylindrical, and spherical coordinates. It defines scalar and vector fields and provides examples.
2. Key concepts covered include the dot product, cross product, gradient, divergence, curl, and Laplacian as they relate to vector and scalar fields in different coordinate systems.
3. Various coordinate transformations are demonstrated along with differential elements, line integrals, surface integrals and volume integrals in each system.
Spacecraft Guidance, Navigation and Control QuizVishesh Vatsal
The document outlines the rules and questions for a GNC (guidance, navigation, and control) quiz. It contains 3 rounds of questions: Round 1 has 13 general questions worth 2 points each, Round 2 has 8 anagram questions worth 1 point each, and Round 3 has 2 connect questions worth 4 points each. The questions cover topics related to spacecraft systems, missions, concepts in GNC, and specific events.
this is the basic slide for sliding mode controller and how it works. for, any control engineer this this the most important technique to control the non linearity of a system and bring it back to a aymptotically stable system.
Recurrent Neural Networks are popular Deep Learning models that have shown great promise to achieve state-of-the-art results in many tasks like Computer Vision, NLP, Finance and much more. Although being models proposed several years ago, RNN have gained popularity recently. In this talk, we will review how these models evolved over the years, dissection of RNN, current applications and its future.
1. The document discusses Nyquist stability criteria and polar plots.
2. Nyquist stability criteria uses Cauchy's argument principle to relate the open-loop transfer function to the poles of the closed-loop characteristic equation.
3. For a system to be stable, the number of counter-clockwise encirclements of the Nyquist plot around the point -1 must equal the number of open-loop poles in the right half plane.
This document contains notes from lectures 23-24 on time response and steady state errors in discrete time control systems. It begins with an outline of the lecture topics, then provides introductions and examples related to time response, the final value theorem, and steady state errors. It defines concepts like position and velocity error constants and shows examples of calculating steady state error for different system transfer functions. The document contains MATLAB examples and homework problems related to analyzing discrete time systems.
Secant iterative method is an opened iterative method which can be considered as an extension of Newton Raphson Method. It is used for finding roots of Non-linear Equations.
This document discusses constructing a signal flow graph and calculating a transfer function from a set of line equations. It provides the following steps:
1) Construct a signal flow graph from the given line equations relating variables y1-y4.
2) Identify the forward paths (F1, F2, etc.), single loops (L1, L2, etc.), and non-touching loops (L1', etc.) in the graph.
3) Calculate the transfer function expression as the sum of products of forward paths and Δ values divided by the overall Δ.
4) As an example, it constructs the signal flow graph for the equations provided, identifies the forward paths, loops, and calculates the
This document discusses state space analysis and related concepts. It defines state as a group of variables that summarize a system's history to predict future outputs. The minimum number of state variables required is equal to the number of storage elements in the system. These state variables form a state vector. The document also covers state space representation, diagonalization, solving state equations, the state transition matrix, and concepts of controllability and observability.
Webinar: Machine Learning para MicrocontroladoresEmbarcados
Neste webinar, serão apresentados conceitos sobre inteligência artificial, assim como ferramentas disponíveis para o desenvolvimento integradas ao MPLAB X e ao Harmony 3 e demonstração de um sistema de detecção de anomalia utilizando um microcontrolador da família ATSAMD21 (ARM Cortex M0+).
This presentation explains about the introduction of Nyquist Stability criterion. It clearly shows advantages and disadvantages of Nyquist Stability criterion and also explains importance of Nyquist Stability criterion and steps required to sketch the Nyquist plot. It explains about the steps required to sketch Nyquist plot clearly. It also explains about sketching Nyquist plot and determines the stability by using Nyquist Stability criterion with an example.
The document discusses squarer-based timing recovery techniques for digital communications. It involves squaring the received signal to extract the periodic component that is related to the symbol timing. For PAM signals, squaring produces a signal with a frequency of 1/2T that can be used to generate a sampling clock of 1/T. For QAM signals, the envelope is squared. This technique extracts the timing information from the signal transitions but does not necessarily lock to the optimal timing phase. Performance depends on the signal bandwidth around the transitional regions.
05 SISTEMAS DE CANAIS DO MESTRE TUNG JRAMON.docxHenriqueJorge15
El documento describe tres sistemas de diagnóstico palmar en acupuntura china: Small Taiji, Mão y Pé. Cada sistema divide la mano y el pie en secciones Yin y Yang que corresponden a diferentes órganos y funciones del cuerpo.
This formula book gives simple and useful formulas related to control system. It helps students in solving numerical problems, in their competitive examinations
This document outlines the course content for a Signals and Systems course. The following topics will be covered: continuous and discrete time linear time-invariant systems, the discrete Fourier transform, and the Z-transform. Chapter 1 introduces signals and their classification as analog or digital, deterministic or non-deterministic, periodic or aperiodic, even or odd, energy-based or power-based. Signal operations like time shifting, scaling, and inversion are also discussed. Sampling and quantization are explained with reference to the sampling theorem.
The document discusses mathematical modeling using Lagrange's equations. It begins by introducing Newtonian mechanics, the principle of virtual work, and Lagrange's equations as three approaches. It then focuses on Lagrange's equations, explaining that they describe the dynamics of systems with N degrees of freedom in terms of energy and generalized coordinates. The document provides details on Lagrange's equations, including examples of their use for conservative and dissipative systems. It also discusses how generalized forces are established and the equations of motion for linear multi-degree-of-freedom systems.
This document provides an introduction to signals and systems. It begins by classifying different types of signals as continuous-time/discrete-time, analog/digital, deterministic/random, periodic/aperiodic, power/energy. It then discusses representations of signals in the time and frequency domains, including the Fourier series representation of periodic signals. Key concepts covered include the unit step, rectangular, triangular and sinc functions, as well as signal operations like time shifting, scaling and inversion. The document concludes by introducing Parseval's theorem relating the power of a signal to the power of its Fourier coefficients.
The document discusses standard test signals that are used to analyze dynamic systems in signal and system analysis. It describes six common standard signals: 1) Unit step function signal, 2) Unit ramp function signal, 3) Unit parabolic function signal, 4) Unit impulse function signal, 5) Sinusoidal signal, and 6) Exponential signal. For each signal, it provides the mathematical definition and describes how it can be used to characterize the behavior of a system. The standard signals are designed to model different characteristics that may appear in real-world input signals like sudden changes, constant velocity, and constant acceleration.
The document provides information about a signals and systems course taught by Mr. Koay Fong Thai. It includes announcements about course policies, assessments, and schedule. Students are advised to ask questions, work hard, and submit assignments on time. The use of phones and laptops in class is strictly prohibited. The course aims to introduce signals and systems analysis using various transforms. Topics include signals in the time domain, Fourier transforms, Laplace transforms, and z-transforms. Reference books and a lecture schedule are also provided.
The document discusses frequency response analysis of control systems. It defines frequency response as the amplitude and phase differences between the input and output sinusoids of a linear system subjected to a sinusoidal input. Frequency response consists of magnitude frequency response and phase frequency response. The document provides examples of using frequency response concepts like plotting Bode diagrams, calculating key points on Nyquist diagrams, and using the Nyquist criterion to determine stability.
Proportional integral and derivative PID controller Mostafa Ragab
The document discusses PID controllers and their origins. It provides information on:
1) The basic components and functions of PID controllers, including proportional, integral and derivative terms that react to error, accumulated error over time, and rate of change of error respectively.
2) The benefits and limitations of proportional, integral and derivative control modes individually and in combination. PID controllers can reduce rise time, settling time and steady state error.
3) Applications of different PID variations and guidelines for controller design depending on process characteristics like temperature, flow or liquid level control.
4) Tips for designing PID controllers including obtaining an open-loop response and adjusting gains to achieve desired closed-loop performance.
Este documento descreve a história e conceitos da ginecologia na medicina tradicional chinesa. Aborda a fisiologia feminina segundo os princípios de sangue, qi e órgãos internos, assim como fatores etiológicos, diagnóstico e tratamento de distúrbios ginecológicos comuns.
Necessary of Compensation, Methods of Compensation, Phase Lead Compensation, Phase Lag Compensation, Phase Lag Lead Compensation, and Comparison between lead and lag compensators.
The document discusses time domain analysis and standard test signals used to analyze dynamic systems. It describes the impulse, step, ramp, and parabolic signals which imitate characteristics of actual inputs such as sudden shock, sudden change, constant velocity, and constant acceleration. The time response of first order systems to these standard inputs is expressed mathematically. The impulse response directly provides the system transfer function. Step response reaches 63% of its final value within one time constant.
This document contains notes from lectures 23-24 on time response and steady state errors in discrete time control systems. It begins with an outline of the lecture topics, then provides introductions and examples related to time response, the final value theorem, and steady state errors. It defines concepts like position and velocity error constants and shows examples of calculating steady state error for different system transfer functions. The document contains MATLAB examples and homework problems related to analyzing discrete time systems.
Secant iterative method is an opened iterative method which can be considered as an extension of Newton Raphson Method. It is used for finding roots of Non-linear Equations.
This document discusses constructing a signal flow graph and calculating a transfer function from a set of line equations. It provides the following steps:
1) Construct a signal flow graph from the given line equations relating variables y1-y4.
2) Identify the forward paths (F1, F2, etc.), single loops (L1, L2, etc.), and non-touching loops (L1', etc.) in the graph.
3) Calculate the transfer function expression as the sum of products of forward paths and Δ values divided by the overall Δ.
4) As an example, it constructs the signal flow graph for the equations provided, identifies the forward paths, loops, and calculates the
This document discusses state space analysis and related concepts. It defines state as a group of variables that summarize a system's history to predict future outputs. The minimum number of state variables required is equal to the number of storage elements in the system. These state variables form a state vector. The document also covers state space representation, diagonalization, solving state equations, the state transition matrix, and concepts of controllability and observability.
Webinar: Machine Learning para MicrocontroladoresEmbarcados
Neste webinar, serão apresentados conceitos sobre inteligência artificial, assim como ferramentas disponíveis para o desenvolvimento integradas ao MPLAB X e ao Harmony 3 e demonstração de um sistema de detecção de anomalia utilizando um microcontrolador da família ATSAMD21 (ARM Cortex M0+).
This presentation explains about the introduction of Nyquist Stability criterion. It clearly shows advantages and disadvantages of Nyquist Stability criterion and also explains importance of Nyquist Stability criterion and steps required to sketch the Nyquist plot. It explains about the steps required to sketch Nyquist plot clearly. It also explains about sketching Nyquist plot and determines the stability by using Nyquist Stability criterion with an example.
The document discusses squarer-based timing recovery techniques for digital communications. It involves squaring the received signal to extract the periodic component that is related to the symbol timing. For PAM signals, squaring produces a signal with a frequency of 1/2T that can be used to generate a sampling clock of 1/T. For QAM signals, the envelope is squared. This technique extracts the timing information from the signal transitions but does not necessarily lock to the optimal timing phase. Performance depends on the signal bandwidth around the transitional regions.
05 SISTEMAS DE CANAIS DO MESTRE TUNG JRAMON.docxHenriqueJorge15
El documento describe tres sistemas de diagnóstico palmar en acupuntura china: Small Taiji, Mão y Pé. Cada sistema divide la mano y el pie en secciones Yin y Yang que corresponden a diferentes órganos y funciones del cuerpo.
This formula book gives simple and useful formulas related to control system. It helps students in solving numerical problems, in their competitive examinations
This document outlines the course content for a Signals and Systems course. The following topics will be covered: continuous and discrete time linear time-invariant systems, the discrete Fourier transform, and the Z-transform. Chapter 1 introduces signals and their classification as analog or digital, deterministic or non-deterministic, periodic or aperiodic, even or odd, energy-based or power-based. Signal operations like time shifting, scaling, and inversion are also discussed. Sampling and quantization are explained with reference to the sampling theorem.
The document discusses mathematical modeling using Lagrange's equations. It begins by introducing Newtonian mechanics, the principle of virtual work, and Lagrange's equations as three approaches. It then focuses on Lagrange's equations, explaining that they describe the dynamics of systems with N degrees of freedom in terms of energy and generalized coordinates. The document provides details on Lagrange's equations, including examples of their use for conservative and dissipative systems. It also discusses how generalized forces are established and the equations of motion for linear multi-degree-of-freedom systems.
This document provides an introduction to signals and systems. It begins by classifying different types of signals as continuous-time/discrete-time, analog/digital, deterministic/random, periodic/aperiodic, power/energy. It then discusses representations of signals in the time and frequency domains, including the Fourier series representation of periodic signals. Key concepts covered include the unit step, rectangular, triangular and sinc functions, as well as signal operations like time shifting, scaling and inversion. The document concludes by introducing Parseval's theorem relating the power of a signal to the power of its Fourier coefficients.
The document discusses standard test signals that are used to analyze dynamic systems in signal and system analysis. It describes six common standard signals: 1) Unit step function signal, 2) Unit ramp function signal, 3) Unit parabolic function signal, 4) Unit impulse function signal, 5) Sinusoidal signal, and 6) Exponential signal. For each signal, it provides the mathematical definition and describes how it can be used to characterize the behavior of a system. The standard signals are designed to model different characteristics that may appear in real-world input signals like sudden changes, constant velocity, and constant acceleration.
The document provides information about a signals and systems course taught by Mr. Koay Fong Thai. It includes announcements about course policies, assessments, and schedule. Students are advised to ask questions, work hard, and submit assignments on time. The use of phones and laptops in class is strictly prohibited. The course aims to introduce signals and systems analysis using various transforms. Topics include signals in the time domain, Fourier transforms, Laplace transforms, and z-transforms. Reference books and a lecture schedule are also provided.
The document discusses frequency response analysis of control systems. It defines frequency response as the amplitude and phase differences between the input and output sinusoids of a linear system subjected to a sinusoidal input. Frequency response consists of magnitude frequency response and phase frequency response. The document provides examples of using frequency response concepts like plotting Bode diagrams, calculating key points on Nyquist diagrams, and using the Nyquist criterion to determine stability.
Proportional integral and derivative PID controller Mostafa Ragab
The document discusses PID controllers and their origins. It provides information on:
1) The basic components and functions of PID controllers, including proportional, integral and derivative terms that react to error, accumulated error over time, and rate of change of error respectively.
2) The benefits and limitations of proportional, integral and derivative control modes individually and in combination. PID controllers can reduce rise time, settling time and steady state error.
3) Applications of different PID variations and guidelines for controller design depending on process characteristics like temperature, flow or liquid level control.
4) Tips for designing PID controllers including obtaining an open-loop response and adjusting gains to achieve desired closed-loop performance.
Este documento descreve a história e conceitos da ginecologia na medicina tradicional chinesa. Aborda a fisiologia feminina segundo os princípios de sangue, qi e órgãos internos, assim como fatores etiológicos, diagnóstico e tratamento de distúrbios ginecológicos comuns.
Necessary of Compensation, Methods of Compensation, Phase Lead Compensation, Phase Lag Compensation, Phase Lag Lead Compensation, and Comparison between lead and lag compensators.
The document discusses time domain analysis and standard test signals used to analyze dynamic systems. It describes the impulse, step, ramp, and parabolic signals which imitate characteristics of actual inputs such as sudden shock, sudden change, constant velocity, and constant acceleration. The time response of first order systems to these standard inputs is expressed mathematically. The impulse response directly provides the system transfer function. Step response reaches 63% of its final value within one time constant.
This document provides an analysis of the time response of control systems. It defines time response as the output of a system over time in response to an input that varies over time. The time response analysis is divided into transient response, which decays over time, and steady state response. Different types of input signals are described, including step, ramp, and sinusoidal inputs. Methods for analyzing the first and second order systems are presented, including determining the transient and steady state response. Static error coefficients like position, velocity and acceleration constants are defined for different system types and inputs. Examples are provided to illustrate the analysis of first and second order systems.
Here are the key steps:
1) Identify the second order system transfer function:
C(s)/R(s) = 4/(s^2 + 2s + 4)
2) Compare to the general second order system transfer function:
C(s)/R(s) = ωn^2/(s^2 + 2ζωns + ωn^2)
3) Equate coefficients:
ωn^2 = 4
2ζωn = 2
ωn = 2
ζ = 1
Therefore, the un-damped natural frequency (ωn) is 2 rad/s and the damping ratio (ζ) is 1.
The document discusses time response analysis of first and second order systems. It defines key concepts like transient response, steady state response, time constant, and standard test inputs including impulse, step, ramp and parabolic inputs. It then analyzes the impulse and step response of first order systems. For second order systems, it discusses undamped, underdamped, critically damped and overdamped responses based on the damping ratio. It also defines time domain specifications used to characterize the transient response.
This document discusses transient and steady state response analysis of first and second order systems. It begins by defining transient response as the system response from the initial to final state, and steady state response as the system output behavior as time approaches infinity after the transient response decays. For first order systems, it derives the step response and defines the time constant. For second order systems, it discusses the different response types based on the damping ratio and derives expressions for transient response specifications like rise time, peak time, and settling time in terms of the damping ratio and natural frequency.
The document provides information about time domain analysis of first order systems. It discusses key concepts such as impulse response, step response, and ramp response of first order systems. It also discusses how to determine the transfer function of a first order system based on its step response obtained from practical testing. Examples of first order systems including DC motor and electrical circuits are also provided. The document analyzes various properties of first order systems such as effect of a zero, comparison of responses with and without zero, and response of a system with time delay. Matlab commands for partial fraction expansion are also explained.
This document discusses transient and steady state responses in control systems. It begins by defining the transient response as the system's response from its initial to final state, and the steady state response as the system's continuous output behavior as time approaches infinity after the transient response decays. It then discusses various time domain performance specifications for control systems, including rise time, settling time, and overshoot. The document proceeds to analyze the transient responses of first and second order systems using Laplace transforms and pole-zero mappings. It provides examples of calculating damping ratio, natural frequency, rise time, peak time, and settling time for underdamped second order systems.
This presentation gives complete idea about time domain analysis of first and second order system, type number, time domain specifications, steady state error and error constants and numerical examples.
This document discusses dynamic systems and their analysis using transfer functions. It begins by defining dynamic systems as those whose output depends on both current and previous inputs/outputs. It then covers:
- Transfer function representations of linear time-invariant (LTI) systems using Laplace transforms.
- Key properties of transfer functions including poles, zeros and zero-pole-gain form.
- MATLAB representations of transfer functions.
It also defines important concepts for analyzing dynamic systems like time and frequency response, stability, system order, and the effects of pole locations. Specific discussions are included on analyzing first and second order systems.
Giving description about time response, what are the inputs supplied to system, steady state response, effect of input on steady state error, Effect of Open Loop Transfer Function on Steady State Error, type 0,1 & 2 system subjected to step, ramp & parabolic input, transient response, analysis of first and second order system and transient response specifications
control system Lab 01-introduction to transfer functionsnalan karunanayake
The document provides information about transfer functions and their characteristics including time response, frequency response, stability, and system order. It discusses different types of systems including first order and second order systems. It also demonstrates how to analyze transfer functions and obtain step and impulse responses using MATLAB. Key points include:
- Transfer functions relate the input and output of a system in the Laplace domain
- Time and frequency responses provide information about a system's behavior over time and at different frequencies
- Stability depends on the locations of the poles - systems are stable if all poles have negative real parts
- First and second order systems have distinguishing characteristics like rise time, settling time, overshoot
- MATLAB commands like step, impulse, pole can
The document discusses different types of inputs to control systems including impulse, step, ramp, and parabolic inputs. It analyzes the time response and steady state error of systems subjected to these different inputs. For first order systems, it derives the transfer function for a simple RC circuit and describes the transient response. For second order systems, it defines natural frequency, damping ratio, and damping cases. It also lists specifications for transient response including delay time, rise time, peak time, setting time, and peak overshoot.
STEP RESPONSE OF FIRST ORDER SYSTEM PART 1.pptxAnikendu Maitra
This document provides information about step responses and time domain specifications for control systems. It defines key terms like rise time, settling time, and peak overshoot. It also includes MATLAB code examples to generate step responses and calculate time domain specifications for first and second order systems. The code takes the transfer function as input and outputs the step response plot and specifications.
Construction Materials (Paints) in Civil EngineeringLavish Kashyap
This file will provide you information about various types of Paints in Civil Engineering field under Construction Materials.
It will be very useful for all Civil Engineering students who wants to search about various Construction Materials used in Civil Engineering field.
Paint is a vital construction material used for protecting surfaces and enhancing the aesthetic appeal of buildings and structures. It consists of several components, including pigments (for color), binders (to hold the pigment together), solvents or thinners (to adjust viscosity), and additives (to improve properties like durability and drying time).
Paint is one of the material used in Civil Engineering field. It is especially used in final stages of construction project.
Paint plays a dual role in construction: it protects building materials and contributes to the overall appearance and ambiance of a space.
この資料は、Roy FieldingのREST論文(第5章)を振り返り、現代Webで誤解されがちなRESTの本質を解説しています。特に、ハイパーメディア制御やアプリケーション状態の管理に関する重要なポイントをわかりやすく紹介しています。
This presentation revisits Chapter 5 of Roy Fielding's PhD dissertation on REST, clarifying concepts that are often misunderstood in modern web design—such as hypermedia controls within representations and the role of hypermedia in managing application state.
This research is oriented towards exploring mode-wise corridor level travel-time estimation using Machine learning techniques such as Artificial Neural Network (ANN) and Support Vector Machine (SVM). Authors have considered buses (equipped with in-vehicle GPS) as the probe vehicles and attempted to calculate the travel-time of other modes such as cars along a stretch of arterial roads. The proposed study considers various influential factors that affect travel time such as road geometry, traffic parameters, location information from the GPS receiver and other spatiotemporal parameters that affect the travel-time. The study used a segment modeling method for segregating the data based on identified bus stop locations. A k-fold cross-validation technique was used for determining the optimum model parameters to be used in the ANN and SVM models. The developed models were tested on a study corridor of 59.48 km stretch in Mumbai, India. The data for this study were collected for a period of five days (Monday-Friday) during the morning peak period (from 8.00 am to 11.00 am). Evaluation scores such as MAPE (mean absolute percentage error), MAD (mean absolute deviation) and RMSE (root mean square error) were used for testing the performance of the models. The MAPE values for ANN and SVM models are 11.65 and 10.78 respectively. The developed model is further statistically validated using the Kolmogorov-Smirnov test. The results obtained from these tests proved that the proposed model is statistically valid.
David Boutry - Specializes In AWS, Microservices And Python.pdfDavid Boutry
With over eight years of experience, David Boutry specializes in AWS, microservices, and Python. As a Senior Software Engineer in New York, he spearheaded initiatives that reduced data processing times by 40%. His prior work in Seattle focused on optimizing e-commerce platforms, leading to a 25% sales increase. David is committed to mentoring junior developers and supporting nonprofit organizations through coding workshops and software development.
The TRB AJE35 RIIM Coordination and Collaboration Subcommittee has organized a series of webinars focused on building coordination, collaboration, and cooperation across multiple groups. All webinars have been recorded and copies of the recording, transcripts, and slides are below. These resources are open-access following creative commons licensing agreements. The files may be found, organized by webinar date, below. The committee co-chairs would welcome any suggestions for future webinars. The support of the AASHTO RAC Coordination and Collaboration Task Force, the Council of University Transportation Centers, and AUTRI’s Alabama Transportation Assistance Program is gratefully acknowledged.
This webinar overviews proven methods for collaborating with USDOT University Transportation Centers (UTCs), emphasizing state departments of transportation and other stakeholders. It will cover partnerships at all UTC stages, from the Notice of Funding Opportunity (NOFO) release through proposal development, research and implementation. Successful USDOT UTC research, education, workforce development, and technology transfer best practices will be highlighted. Dr. Larry Rilett, Director of the Auburn University Transportation Research Institute will moderate.
For more information, visit: https://aub.ie/trbwebinars
Citizen Observatories (COs) are innovative mechanisms to engage citizens in monitoring and addressing environmental and societal challenges. However, their effectiveness hinges on seamless data crowdsourcing, high-quality data analysis, and impactful data-driven decision-making. This paper validates how the GREENGAGE project enables and encourages the accomplishment of the Citizen Science Loop within COs, showcasing how its digital infrastructure and knowledge assets facilitate the co-production of thematic co-explorations. By systematically structuring the Citizen Science Loop—from problem identification to impact assessment—we demonstrate how GREENGAGE enhances data collection, analysis, and evidence exposition. For that, this paper illustrates how the GREENGAGE approach and associated technologies have been successfully applied at a university campus to conduct an air quality and public space suitability thematic co-exploration.
Deepfake Phishing: A New Frontier in Cyber ThreatsRaviKumar256934
n today’s hyper-connected digital world, cybercriminals continue to develop increasingly sophisticated methods of deception. Among these, deepfake phishing represents a chilling evolution—a combination of artificial intelligence and social engineering used to exploit trust and compromise security.
Deepfake technology, once a novelty used in entertainment, has quickly found its way into the toolkit of cybercriminals. It allows for the creation of hyper-realistic synthetic media, including images, audio, and videos. When paired with phishing strategies, deepfakes can become powerful weapons of fraud, impersonation, and manipulation.
This document explores the phenomenon of deepfake phishing, detailing how it works, why it’s dangerous, and how individuals and organizations can defend themselves against this emerging threat.
2. Why Control ?
Modern society have sophisticated control system
which are crucial to their successful operation.
Reason to build control system
• Power amplification
• Remote control
• Convenience of input form
• Compensation for disturbances
Radar Antenna Robotic control Solar Panel
3. Control System
A control system is an interconnection of
components forming a system configuration
that will provide a desired system response .
6. System Modeling
Modeling is a process of abstraction of a real system. The
abstracted model may be logical or mathematical.
A mathematical model consists of a collection of
equations describing the behavior of the system.
Differential equations relating to input and output
Transfer function model
State space model
Input
of
transform
Laplace
Output
of
transform
Laplace
Function
Transfer
conditions
initial
zero
with
7. State Space Analysis
The state variable approach is a powerful
technique for the analysis and design of control
system
8. Modeling of mechanical system
Mechanical Translational system
Mass
Spring
Dash-pot
Analogy
Force Voltage
Force Current
Mechanical Rotational system
Moment of Inertia
Tortional spring
Rotational dash-pot
Analogy
Torque Voltage
Torque Current
9. Modeling of Train System
0
1
2
2
2
2
2
2
2
2
1
1
1
2
1
2
1
x
x
k
dt
dx
B
dt
x
d
M
F
x
x
k
dt
dx
B
dt
x
d
M
Newton’s laws are used in the mathematical modeling of mechanical systems.
10. Modeling of Electrical Network
Components
Voltage-
Current
relation
Current-
Voltage
relation
Voltage-
Charge
relation
Resistor
Inductor
Capacitor
dt
dq
R
v
dt
di
L
v
vdt
L
i
1
2
2
dt
q
d
L
v
idt
C
v
1
dt
dv
C
i
C
q
v
iR
v R
v
i
11. Modeling of Electrical Network
V
dt
t
i
C
dt
t
di
L
t
Ri
1
)
(
)
(
)
(
)
(
)
(
)
( s
V
Cs
s
I
s
LsI
s
RI
Taking Laplace Transform
By Kirchhoff's voltage law
1
2
RCs
LCs
Cs
s
V
s
I
If i(t) is considered as output
13. Matlab Program-Poles and Zeroes of TF
num = [ 2 10];
den = [ 1 2 10 ];
[z, p,K] = tf2zp(num,den) % z- zeroes
% p-poles
% k-gain
10
2
)
5
(
2
)
( 2
s
s
s
s
G
14. Matlab Program-TF from poles and
zeroes
z=[-1;-3];
p=[0;-2;-4];
K=4;
[num,den]=zp2tf(z,p,K);
printsys(num,den,'s')
4
2
3
1
4
)
(
s
s
s
s
s
s
G
15. Matlab Program-Residues of TF
6
11
6
6
3
5
2
)
(
)
(
2
2
2
3
s
s
s
s
s
s
s
R
s
C
num=[2 5 3 6]
den=[1 6 11 6]
[r p k]= residue(num,den)
Using Partial fraction,
2
1
3
2
4
1
6
)
(
)
(
s
s
s
s
R
s
C
r- A,B,C p-poles k-constant
16. Matlab Program-TF of a parallel
system
10
2
10
)
( 2
1
s
s
s
G
5
5
)
(
2
s
s
G
num1 = [0 0 10];
den1 = [ 1 2 10];
num2 = [0 5];
den2 = [1 5];
[num,den]= parallel(num1,den1,num2, den2);
printsys(num,den)
17. Matlab Program-TF of a feedback
system
10
2
10
)
( 2
1
s
s
s
G
5
5
)
(
1
s
s
H
num1 = [0 0 10];
den1 = [ 1 2 10];
num2 = [0 5];
den2 = [1 5];
[num,den]= feedback(num1,den1,num2, den2);
printsys(num,den)
18. A = [ 0 1 ; -5 -2 ];
B = [ 0 ; 3 ];
C = [ 1 0 ]; D = 0;
H = ss(A,B,C,D)
Matlab Program-State space
representation
0
0
1
3
0
2
5
1
0
D
C
DI
Cx
dt
d
x
B
A
BI
Ax
dt
dx
19. Constructing State space model of
DC motor
R= 2.0 % Ohms
L= 0.5 % Henrys
Km = .015 %
%torque constant
Kb = .015 % emf constant
Kf = 0.2 % Nms
J= 0.02 % kg.m^2
A = [-R/L -Kb/L;
Km/J -Kf/J]
B = [1/L; 0];
C = [0 1];
D = [0];
sys_dc = ss(A,B,C,D)
velocity
angular
voltage
Applied
vapp
20. Converting State space model of DC
motor to Transfer function model
State Space Model
R= 2.0 % Ohms
L= 0.5 % Henrys
Km = .015 %
%torque constant
Kb = .015 % emf constant
Kf = 0.2 % Nms
J= 0.02 % kg.m^2
A = [-R/L -Kb/L;
Km/J -Kf/J]
B = [1/L; 0];
C = [0 1];
D = [0];
sys_dc = ss(A,B,C,D)
Conversion from SS model to
TF model
sys_tf = tf(sys_dc)
21. Time response analysis?
The variation of output with respect to time.
To obtain the satisfactory performance of the system
Output behavior of the system
Stability of the system
Accuracy of the system
For example, aircraft is manufactured, it should made
flight-worthy before it should takes off.
The various disturbances occurs externally to the aircraft
are made tested using various test signals to obtain
satisfactory performance.
22. Time Response Behaviour
How the system behaves for the given input and
disturbances?
For example If we consider a mercury in glass thermometer as
a system with an input of temperature and output of the level
of thermometer is suddenly immersed in hot water, i.e., given
a step input?
In residential heating system, input temperature is constant.
But we cannot predict the main disturbance – outdoor
temperature.
If we use motor as system and feedback to move a work piece
in an automatic machining operation, how will the output i.e.,
the displacement of the work piece vary with time when the
input gradually increased with the time with the aim of
gradually increasing the displacement of work piece?
23. Time Response Types
Transient Response
When the response of the
system is changed from
equilibrium it takes some
time to settle down
Steady State Response
The part of response that
remains constant after the
transient have died out is
steady state response
24. Standard Test Signals
In most cases, the input signals to a control system are not
known prior to design of control system
To analyse the performance of control system it is excited with
standard test signals
These inputs are chosen because they capture many of the
possible variations that can occur in an arbitrary input signal
Step signal (Sudden change)
Ramp signal (Constant velocity)
Parabolic signal (Constant acceleration)
Impulse signal (Sudden shock)
Sinusoidal signal
25. r(t) =A; t≥0
= 0; t<0
u(t) =1; t≥0
= 0; t<0
Step Signal Unit Step
Ramp Signal
r(t) =At; t≥0
= 0; t<0
Unit ramp
r(t) =t; t≥0
= 0; t<0
Parabolic Signal
Impulse Signal
δ(t) = ; t=0
ꝏ
= 0; t≠0
r(t) =At2
/2 ; t≥0
= 0 ; t<0
Unit parabolic
r(t) =t2
/2; t≥0
= 0; t<0
r(t) =A; t=0
= 0; t≠0
Unit Impulse
s
t
u
L
1
)}
(
{
2
1
)}
(
{
s
t
r
L
3
1
)}
(
{
s
t
r
L
1
)}
(
{
t
L
26. Time Response of the system
Transient response depends upon the system poles and
not on the type of the system
It is sufficient to analyze the transient response using a
step input
The steady state response depends on system dynamics
and the input quantity
27. System Representation
3
2
1
3
2
1 ......
R(s)
C(s)
K
T(s)
p
s
p
s
p
s
z
s
z
s
z
s
K
Transfer Function in
pole zero form
s
s
s
s
s
s
K
p
p
p
z
z
z
1
1
1
3
2
1
1
1
1
......
1
1
1
R(s)
C(s)
K
T(s)
Transfer Function in
time constant form
28. Order & Type
4
s
4s
s
1
3
Order
10
5s
s
1
s
2
Order
2
s
1
1
Order
2
3
2
7
s
1
2
Type
5
-
s
1
1
Type
2
s
1
0
Type
2
s
s
The order of the system is given by the maximum power
of s in the denominator transfer functions.
The type number is specified for loop transfer function
G(s)H(s). The number of poles lying at the origin decides
the type number of the system.
29. Step Response of 1st
Order System
Consider the following 1st
order system
s
K
1
)
(s
C
)
(s
R
s
s
R
1
)
(
s
s
K
s
C
1
)
(
1
)
(
s
K
s
K
s
C
• In order to find out the inverse Laplace of the above equation, we need to
break it into partial fraction expansion
1
1
)
(
s
s
K
s
C
Taking Inverse Laplace of above equation
/
1
)
( t
e
K
t
c
30. Response of 1st
order system for Unit
Step
value)
final
of
(63.2%
constant
Time
1
)
(
)
(
s
K
s
R
s
C
/
1
)
( t
e
K
t
c
31. Response of 1st
order system for different
time constant
s
K
s
R
s
C
1
)
(
)
(
Higher time constant leads to sluggish
response
Lower time constant leads to faster
response
33. Impulse Response of 1st
Order System
Consider the following 1st
order system
s
K
1
)
(s
C
)
(s
R
0 t
δ(t)
1
1
)
(
)
( s
s
R s
K
s
C
1
)
(
/
1
/
)
(
s
K
s
C
/
)
( t
e
K
t
c
Taking Laplace Transform
34. Relation Between Step and impulse response
The step response of the first order system is
Differentiating c(t) with respect to t yields
/
/
1
)
( t
t
Ke
K
e
K
t
c
/
)
( t
Ke
K
dt
d
dt
t
dc
/
)
( t
e
K
dt
t
dc
35. Practical Determination of Transfer Function
of 1st
Order Systems
Often it is not possible or practical to obtain a system's transfer
function analytically.
Perhaps the system is closed, and the component parts are not
easily identifiable.
The system's step response can lead to a representation even
though the inner construction is not known.
With a step input, we can measure the time constant and the
steady-state value, from which the transfer function can be
calculated.
If we can identify τ and K empirically we can obtain the
transfer function of the system.
s
K
s
R
s
C
1
)
(
)
(
36. Practical Determination of Transfer Function
of 1st
Order Systems
For example, assume the unit
step response given in figure.
• From the response, we can
measure the time constant, that
is, the time for the amplitude to
reach 63% of its final value.
• Since the final value is about
0.72 the time constant is
evaluated where the curve
reaches 0.63 x 0.72 = 0.45, or
about 0.13 second.
τ=0.13s
K=0.72
• K is simply steady state value.
• Thus transfer function is
obtained as:
7
7
5
5
1
13
0
72
0
.
.
.
.
)
(
)
(
s
s
s
R
s
C
37. Example 1
Find the time response for the closed transfer function
1
2
6
S
s
R
s
C
)
(
)
(
1
2
6
S
s
s
C )
(
1
2
1
2
6
s
B
s
A
S
s
s
s
R
s
R
1
)
(
,
input
step
a
is
)
(
since
5
0
6
6
1
2
6
.
s
s
S
s
t
t
e
e
t
c 5
.
0
5
.
0
1
6
6
6
)
(
38. Second Order System
We have discussed the affect of location of poles and zeros on the
transient response of 1st
order systems.
Compared to the simplicity of a first-order system, a second-order
system exhibits a wide range of responses that must be analyzed
and described.
Varying a first-order system's parameter (τ, K) simply changes the
speed and offset of the response
Whereas, changes in the parameters of a second-order system can
change the form of the response.
A second-order system can display characteristics much like a first-
order system or, depending on component values, display damped
or pure oscillations for its transient response.
39. Second Order System
A general second-order system is characterized by the
following transfer function.(E.g. Series RLC circuit, Position
Servo mechanism)
2
2
2
2 n
n
n
s
s
s
R
s
C
)
(
)
(
un-damped natural frequency of the second order system, which is the
angular frequency at which system oscillate in the absence of damping.
n
damping ratio, a dimensionless quantity describing the decay
of oscillations during transient response.
40. Damping and its types
Damping is an effect created in an oscillatory system that
reduces, restricts or prevents the oscillations in the system.
System can be classified as follows depending on damping
effect
Overdamped system: Transients in the system exponentially
decays to steady state without any oscillations
Critically damped system: Transients in the system
exponentially decays to steady state without any oscillations
in shortest possible time
Underdamped system: System transient oscillate with the
amplitude of oscillation gradually decreasing to zero
Undamped system: System keeps on oscillating at its
natural frequency without any decay in amplitude
41. Damping ratio on pole location
system
Overdamped
1
system
damped
Critically
1
system
mped
Underda
1
0
system
ndamped
U
0
42. 42
Step Response of 2nd
order system
2
2
2
2
2
2
2
2
1
n
n
n
n
n
s
s
s
s
s
C
)
(
• The partial fraction expansion of above equation is given as
2
2
2
2
1
n
n
n
s
s
s
s
s
C
)
(
2
2 n
s
2
2
1
n
2
2
2
1
2
1
n
n
n
s
s
s
s
C )
(
2
2
2
2 n
n
n
s
s
s
R
s
C
)
(
)
(
2
2
2
2 n
n
n
s
s
s
s
C
)
(
Step Response
s
s
R
1
)
(
Case 1: Underdamped system
43. 43
Step Response of 2nd
order underdamped System
• Above equation can be written as
2
2
2
1
2
1
n
n
n
s
s
s
s
C )
(
2
2
2
1
d
n
n
s
s
s
s
C
)
(
2
1
n
d
• Where , is the frequency of transient oscillations
and is called damped natural frequency.
• The inverse Laplace transform of above equation can be obtained
easily if C(s) is written in the following form:
2
2
2
2
1
d
n
n
d
n
n
s
s
s
s
s
C
)
(
44. 44
Step Response of 2nd
order underdamped System
2
2
2
2
1
d
n
n
d
n
n
s
s
s
s
s
C
)
(
2
2
2
2
2
2
1
1
1
d
n
n
d
n
n
s
s
s
s
s
C
)
(
2
2
2
2
2
1
1
d
n
d
d
n
n
s
s
s
s
s
C
)
(
t
e
t
e
t
c d
t
d
t n
n
sin
cos
)
(
2
1
1
45. Step Response of 2nd
order underdamped System
t
t
e
t
c d
d
t
n
sin
cos
)
(
2
1
1
t
e
t
e
t
c d
t
d
t n
n
sin
cos
)
(
2
1
1
46. Step Response of 2nd
order underdamped System
t
t
e
t
c d
d
t
n
sin
cos
)
(
2
1
1
5
and
5
.
0
if
n
47. Step Response of 2nd
order System
• Here 0
t
t
c n
cos
)
(
1
2
2
2
2 n
n
n
s
s
s
R
s
C
)
(
)
(
2
2
2
)
(
n
n
s
s
s
C
s
s
R
1
)
(
5
n
If
Case 2: Undamped system
48. Step Response of 2nd
order System
• Here 1
t
n
t n
n
te
e
t
c
1
)
(
2
2
2
2
)
(
)
(
n
n
n
s
s
s
R
s
C
2
2
2
2
2
2
)
(
n
n
n
n
n
s
s
s
s
s
s
C
s
s
R
1
)
(
2
1
1
)
(
n
n
n s
s
s
s
C
5
,
1
If
n
Case 3: Critically damped system
49. Step Response of 2nd
order System
2
2
2
2
)
(
)
(
n
n
n
s
s
s
R
s
C
s
s
R
1
)
(
• Here 1
2
2
2
2
)
(
n
n
n
s
s
s
s
C
1
1
1
1
1
2
1
1
1
1
1
2
1
)
(
2
2
2
2
2
2
n
n
n
n
n
n
n
n
n
n
s
s
s
s
C
Case 4: Over damped system
50. Step Response of 2nd
order
Over damped System
t
n
n
n
t
n
n
n
n
n
n
n
e
e
s
t
c
1
2
2
1
2
2
2
2
1
1
1
2
1
1
1
2
1
)
(
5
,
5
.
1
If
n
53. Best Damping Ratio for a Control
System
Selection of damping ratio for industrial control applications
requires a trade-off between relative stability and speed of
response.
Many system are designed for damping ratio in the range 0.4-
0.7 ( peak overshoot of 25%)
If allowed by rise time consideration, damping ratio close to
0.7 is the most obvious choice because it results in minimum
normalized settling time
For navigation purpose, the transient response is not primary
performance criterion to optimize: minimum steady state error
is the major objective. Therefore damping ratio is as small as
possible (steady state error proportional to damping ratio)
54. Application of Damped System
Overdamped system
Push button water tap shut-off valves
Automatic door closers
Critically damped system
Elevator mechanism
Gun mechanism (Return to neutral position in shortest
possible time)
Underdamped system
All string instruments, bells are under damped to make
sound appealing
Analog electrical and mechanical measuring instruments
55. Matlab Program-Step response of the
system
To find the step response of a system
n=[25];
d=[1 4 25];
step(n,d)
title('Step response of second order system');
grid
25
4
25
)
( 2
s
s
s
G
56. Matlab Program-Impulse response of
the system
To find the impulse response of a system
n=[25];
d=[1 4 25];
impulse(n,d)
title(‘Impulse response of second order system');
grid
25
4
25
)
( 2
s
s
s
G
57. Matlab Program-Ramp response of
the system
To find the ramp response of a system
t=0:0.1:10
alpha=2
ramp=alpha*t % Your input signal
model=tf([25],[1 4 25]); % Your transfer function
[y,t]=lsim(model,ramp,t)
plot(t,y)
25
4
25
)
( 2
s
s
s
G
59. Transient Response Specifications
59
For 0< <1 and ωn > 0, the 2nd
order system’s response due to a
unit step input is as follows.
Important timing characteristics: delay time, rise time, peak time,
maximum overshoot, and settling time.
60. Delay Time
60
• The delay (td) time is the time required for the response to
reach half the final value the very first time.
61. Rise Time
• The rise time is the time required for the response to rise from 10% to
90%, 5% to 95%, or 0% to 100% of its final value.
• For underdamped second order systems, the 0% to 100% rise time is
normally used. For overdamped systems, the 10% to 90% rise time is
commonly used.For critically damped systems, the 5% to 95% is
used
62. Peak Time
62
• The peak time is the time required for the response to reach the
first peak of the overshoot.
62
62
63. Maximum Overshoot
63
The maximum overshoot is the maximum peak value of the
response curve measured from unity. If the final steady-state
value of the response differs from unity, then it is common to use
the maximum percent overshoot. It is defined by
The amount of the maximum (percent) overshoot directly
indicates the relative stability of the system.
64. Settling Time
64
• The settling time is the time required for the response curve to
reach and stay within a range about the final value of size
specified by absolute percentage of the final value (usually 2%
or 5%).
65. Time Response Specifications
n
d
t
7
.
0
1
Delay Time
Rise Time
2
2
1
1
1
tan
n
r
t
Peak Time
2
1
n
p
t
Maximum Overshoot
100
%
2
1
e
M p
Settling Time
criterion
for
t
n
s %
2
4
criterion
for
t
n
s %
5
3
66. Steady State Error
If the output of a control system at steady state does not exactly
match with the input, the system is said to have steady state error
Any physical control system inherently suffers steady-state error in
response to certain types of inputs.
A system may have no steady-state error to a step input, but the same
system may exhibit nonzero steady-state error to a ramp input.
The magnitudes of the steady-state errors due to these individual
inputs are indicative of the goodness of the system.
67. Steady State Error
Steady state error depends upon both input and
type of the system
As the type number is increased, accuracy is
improved.
However, increasing the type number aggravates
the stability problem.
A compromise between steady-state accuracy and
relative stability is always necessary.
68. Steady State Error
It is a value of error signal when t tends to infinity
E(s) = Error Signal
E(s) = R(s) - C(s) .H(s)
Output signal C(s) = E(s).G(s)
Substituting C(s) in E(s)
E(s) = R(s) - E(s).G(s) H(s)
) ( ) ( 1
) (
) (
s H s G
s R
s E
Let e(t) error signal in time domain
)
(
)
(
1
)
(
)
(
)
( 1
1
s
H
s
G
s
R
L
s
E
L
t
e
69. Steady State Error
Let ess= steady state error
)
(t
e
Lt
e
t
ss
The final value theorem states that )
(
)
(
0
s
sF
Lt
t
f
Lt
s
t
Steady state error,
)
(
)
(
1
)
(
)
(
)
(
0
0 s
H
s
G
s
sR
Lt
s
sE
Lt
t
e
Lt
e
s
s
t
ss
70. Static Error Constant
Type-0 system will have constant steady state error when input is
step signal
Positional Error Constant
Type-1 system will have constant steady state error when input is
ramp signal
Velocity Error Constant
Type-2 system will have constant steady state error when input is
parabolic signal
Acceleration Error Constant
)
(
)
(
0
s
H
s
G
Lt
K
s
p
)
(
)
(
0
s
H
s
sG
Lt
K
s
v
)
(
)
(
2
0
s
H
s
G
s
Lt
K
s
a
3
2
1
3
2
1 ......
R(s)
C(s)
K
H(s)
G(s)
p
s
p
s
p
s
s
z
s
z
s
z
s
K N
71. Steady state error for Step Input
)
(
)
(
1
)
(
0 s
H
s
G
s
sR
Lt
e
s
ss
)
(
)
(
1
1
0 s
H
s
G
Lt
e
s
ss
)
(
)
(
1
1
0
s
H
s
G
Lt
e
s
ss
p
ss
K
e
1
1
)
(
)
(
0
s
H
s
G
Lt
K
s
p
Where
s
s
R
1
)
(
73. Steady state error for Ramp Input
)
(
)
(
1
)
(
0 s
H
s
G
s
sR
Lt
e
s
ss
)
(
)
(
1
0 s
H
s
sG
s
Lt
e
s
ss
)
(
)
(
1
0
s
H
s
sG
Lt
e
s
ss
v
ss
K
e
1
)
(
)
(
0
s
H
s
sG
Lt
K
s
v
Where
2
1
)
(
s
s
R
76. Steady state error for Parabolic Input
)
(
)
(
1
)
(
0 s
H
s
G
s
sR
Lt
e
s
ss
)
(
)
(
1
2
2
0 s
H
s
G
s
s
Lt
e
s
ss
)
(
)
(
1
2
0
s
H
s
G
s
Lt
e
s
ss
a
ss
K
e
1
)
(
)
(
2
0
s
H
s
G
s
Lt
K
s
a
3
1
)
(
s
s
R
77. Type-0
)
(
)
(
2
0
s
H
s
G
s
Lt
K
s
a
0
)......
)(
(
).......
)(
(
2
1
2
1
2
0
p
s
p
s
z
s
z
s
K
s
Lt
K
s
a
0
1
1
a
ss
K
e
Type-1
0
)......
)(
(
).......
)(
(
2
1
2
1
2
0
p
s
p
s
s
z
s
z
s
K
s
Lt
K
s
a
Type-2
const
p
s
p
s
s
z
s
z
s
K
s
Lt
K
s
a
)......
)(
(
).......
)(
(
2
1
2
2
1
2
0
const
K
e
a
ss
1
Type-3
)......
)(
(
).......
)(
(
2
1
3
2
1
2
0 p
s
p
s
s
z
s
z
s
K
s
Lt
K
s
a
0
1
a
ss
K
e
0
1
1
a
ss
K
e
To find Ka
78. Type Steady State Error
Unit Step Unit Ramp Unit Parabolic
0
1 0
2 0 0
3 0 0 0
p
K
1
1
v
K
1
a
K
1
79. Significance of Static Error Constants
The static error constants are figures of merit of control systems.
The higher the constants, the smaller the steady-state error. As the
steady state error is inversely proportional to static error constant.
Increasing the gain increases the static error constant. Thus in
general increases the system gain decreases the steady state error.
83. Dynamic Error Coefficient
The drawback in static error coefficient is that it does not show
variation of error with time and input should be standard input.
The dynamic error constant gives steady state error as a function
of time.
Using this method, the steady state error can be found for any type
of input.
)
(
)
(
1
)
(
)
(
s
H
s
G
s
R
s
E
The error signal is given by
)
(
)
(
1
1
)
(
s
H
s
G
s
F
where
84. Dynamic Error Coefficient
The error signal is obtained by dynamic error coefficients,
.....
!
2
)
(
)
( )
(
)
(
..
2
.
1
0
t
r
t
r
C
C
t
r
C
t
e
)
(
)
(
1
)
(
)
(
)
(
0
0 s
H
s
G
s
sR
Lt
s
sE
Lt
t
e
Lt
e
s
s
t
ss
Steady state error
)
(
0
0 s
F
Lt
C
s
)
(
0
1 s
F
ds
d
Lt
C
s
)
(
2
2
0
2 s
F
ds
d
Lt
C
s
C0 , C1, C2,……are called dynamic error coefficients
85. Integral performance Criteria
Integral Squared Error (ISE)
Integral Absolute Error (IAE)
Integral Time-weighted Absolute Error (ITAE)
dt
t
ITAE
dt
IAE
dt
ISE
2
ISE integrates the square of the error over time. ISE will penalise large
errors more than smaller ones (since the square of a large error will be
much bigger).
Control systems specified to minimise ISE will tend to eliminate large
errors quickly, but will tolerate small errors persisting for a long period
of time. Often this leads to fast responses, but with considerable, low
amplitude, oscillation.
It is desirable to access the quality of control system by evaluating a
performance index that can either be calculated or measured
In the area of adaptive control, we can adjust certain parameters that
will minimize the value of performance index, also known as Cost
function
86. IAE integrates the absolute error over time. It doesn't add weight to
any of the errors in a systems response. It tends to produce slower
response than ISE optimal systems, but usually with less sustained
oscillation.
ITAE integrates the absolute error multiplied by the time over time.
What this does is to weight errors which exist after a long time much
more heavily than those at the start of the response.
ITAE tuning produces systems which settle much more quickly than
the other two tuning methods.
The downside of this is that ITAE tuning also produces systems with
sluggish initial response (necessary to avoid sustained oscillation).
Integral performance Criteria
87. Increases in Type no. (or) Adding pole at
origin reduces the Steady State Error
1
1
)
(
0
s
s
G
Type
1
1
)
(
1
s
s
s
G
Type
88. Addition of pole very close to imaginary
axis, system becomes oscillatory
1
.
0
5
.
0
10
)
(
s
s
s
G
system
a
Consider
89. Adding a zero increases the peak-
overshoot
25
4
25
)
( 2
s
s
s
G
25
4
1
25
)
( 2
s
s
s
s
G
91. Proportional Controller
It produces an output signal which is proportional to error signal
Its transfer function is represented by Kp
It amplifies the error signal and increase the loop gain of the system
• Steady state tracking accuracy
• Disturbance signal rejection
• Relative stability
Drawback
• Produces constant steady state error
• Decreases the sensitivity of the system
−
actuating
error signal e(t)
reference
input r(t)
error
detector
feed back
signal b(t)
Controller
output u(t)
Kp
92. PI Controller
The transfer function of
PI controller
s
T
s
T
K
i
i
p
1
n
n
s
s
s
G
2
)
(
2
t
0
i
p
p
dt
t
e
T
K
t
e
K
t
u
s
T
1
1
K
s
E
s
U
i
p
Let open loop TF is given by
s
E(s)
T
K
s
E
K
U(s)
i
p
p
93.
n
n
s
s
s
G
2
)
(
2
n
n
i
i
p
n
n
i
i
p
s
s
s
T
s
T
K
s
s
s
T
s
T
K
s
G
s
G
s
R
s
C
2
1
1
2
1
)
(
1
)
(
)
(
)
(
2
2
)
1
(
2
)
1
(
2
2
2
s
T
K
s
T
s
s
T
K
i
n
p
n
i
i
n
p
2
2
2
3
2
2
)
1
(
n
p
i
n
p
n
i
i
i
n
p
K
s
T
K
T
s
T
s
s
T
K
95. PD Controller
dt
t
de
T
K
t
e
K
t
u d
p
p
s
T
1
K
s
E
s
U
d
p
n
n
s
s
s
G
2
)
(
2
sE(s)
T
K
E(s)
K
U(s) d
p
p
96.
n
n
s
s
s
G
2
)
(
2
n
n
d
p
n
n
d
p
s
s
s
T
K
s
s
s
T
K
s
G
s
G
s
R
s
C
2
1
1
2
1
)
(
1
)
(
)
(
)
(
2
2
s
T
K
K
s
s
s
T
K
s
T
K
s
s
s
T
K
d
n
p
n
p
n
d
n
p
d
n
p
n
d
n
p
2
2
2
2
2
2
2
)
1
(
)
1
(
2
)
1
(
2
2
2
2
)
2
(
)
1
(
n
p
d
n
p
n
d
n
p
K
s
T
K
s
s
T
K
Increase in zero and damping ratio
Increase in zero increases the peak
overshoot
But Increase in damping ratio
reduces the peak overshoot
97. PID Controller
dt
t
de
T
K
dt
t
e
T
K
t
e
K
t
u d
p
t
o
i
p
p
s
T
s
T
1
1
K
s
E
s
U
d
i
p
t
0
u(t)
proportional only
PD control action
PID control action
Proportional controller stabilizes the gain but produces a steady state error
The integral controller eliminates the steady state error
The derivative controller reduces the overshoot of the response
98. With out controller
System response using PD controller
Using PD Controller
Overshoot is very much reduced but steady state error is present
feedback
unity
with
s
s
s
G
system
a
Consider
4
2
10
)
( 2
99. System response using PI controller
feedback
unity
with
s
s
s
G
system
a
Consider
4
2
10
)
( 2
With out controller Using PI Controller
Steady error is reduced using PI controller but overshoot is present
100. System response using PID controller
feedback
unity
with
s
s
s
G
system
a
Consider
4
2
10
)
( 2
With out controller Using PID Controller
Bothe Steady error and overshoot is reduced using PID controller
101. Effect of Increasing Kp , Ki and Kd
Parameter Rise Time Overshoot Settling Time Steady
State
Error
Kp Decreases Increases Small Change Decreases
Ki Decreases Increases Increases Eliminate
Kd Small
Change
Decreases Decreases None
102. Trial and Error Method
Set integral and derivative terms to zero first and then increase the
proportional gain until the output of the control loop oscillates at a
constant rate. This increase of proportional gain should be in such
that response the system becomes faster provided it should not make
system unstable.
Once the P-response is fast enough, set the integral term, so that the
oscillations will be gradually reduced. Change this I-value until the
steady state error is reduced, but it may increase overshoot.
Once P and I parameters have been set to a desired values with
minimal steady state error, increase the derivative gain until the
system reacts quickly to its set point. Increasing derivative term
decreases the overshoot of the controller response.
104. Ziegler Nichols Tuning Technique
It is very similar to the trial and error
method where integral and derivative
terms are set to the zero, i.e., making Ti
infinity and Td zero.
Increase the proportional gain such that
the output exhibits sustained oscillations.
If the system does not produce sustained
oscillations then this method cannot be
applied. The gain at which sustained
oscillations produced is called as critical
gain (Kcr).
Once the sustain oscillations are
produced, set the values of Ti and Td as
per the given table for P, PI and PID
controllers based on critical gain and
critical period.
Second Method
106. Location of roots & its stability
Roots on left half of s plane -Stable
Roots on right half of s plane -Unstable
107. Location of roots & its stability
Single pair of roots on imaginary axis-Marginally Stable
Repeated roots on imaginary axis
One or more non repeated roots on imaginary
axis
Unstable
108. Location of roots & its stability
Single pole at origin - Stable
Double pole at origin - Unstable
112. FREQUENCY RESPONSE ANALYSIS
It is the steady state response of a system when the input of the
system is sinusoidal signal
In TF T(s), s is replaced by jω T(jω) is called sinusoidal TF
113. Frequency Response Plots
Bode Plot
Polar Plot
Nyquist plot
Nichols Plot
M and N circles
Nichols Chart
118. Reference Books
S.No Title of the Book Author Publisher
1. Control Systems, Principles
and Design
M. Gopal, Tata McGraw Hill
2. Control System Engineering S.K.Bhattacharya Pearson
3. Control System Engineering
Norman S Nise John wiley & Sons
4. Control System Engineering A.Nagoor Kani RPA Publications
5. Control System – Theory and
Applications
Smarajit Ghosh Pearson