Peak Time given Damping Ratio Solution

STEP 0: Pre-Calculation Summary
Formula Used
Peak Time = pi/(Natural Frequency of Oscillation*sqrt(1-Damping Ratio^2))
tp = pi/(ωn*sqrt(1-ζ^2))
This formula uses 1 Constants, 1 Functions, 3 Variables
Constants Used
pi - Archimedes' constant Value Taken As 3.14159265358979323846264338327950288
Functions Used
sqrt - A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number., sqrt(Number)
Variables Used
Peak Time - (Measured in Second) - Peak time is simply the time required by response to reach its first peak i.e. the peak of first cycle of oscillation, or first overshoot.
Natural Frequency of Oscillation - (Measured in Hertz) - The natural frequency of oscillation refers to the frequency at which a physical system or structure will oscillate or vibrate when it is disturbed from its equilibrium position.
Damping Ratio - Damping Ratio in control system is defined as the ratio with which any signal gets decayed.
STEP 1: Convert Input(s) to Base Unit
Natural Frequency of Oscillation: 23 Hertz --> 23 Hertz No Conversion Required
Damping Ratio: 0.1 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
tp = pi/(ωn*sqrt(1-ζ^2)) --> pi/(23*sqrt(1-0.1^2))
Evaluating ... ...
tp = 0.137279105086882
STEP 3: Convert Result to Output's Unit
0.137279105086882 Second --> No Conversion Required
FINAL ANSWER
0.137279105086882 0.137279 Second <-- Peak Time
(Calculation completed in 00.004 seconds)

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17 Second Order System Calculators

Time Response in Overdamped Case
​ Go Time Response for Second Order System = 1-(e^(-(Overdamping Ratio-(sqrt((Overdamping Ratio^2)-1)))*(Natural Frequency of Oscillation*Time Period for Oscillations))/(2*sqrt((Overdamping Ratio^2)-1)*(Overdamping Ratio-sqrt((Overdamping Ratio^2)-1))))
Time Response of Critically Damped System
​ Go Time Response for Second Order System = 1-e^(-Natural Frequency of Oscillation*Time Period for Oscillations)-(e^(-Natural Frequency of Oscillation*Time Period for Oscillations)*Natural Frequency of Oscillation*Time Period for Oscillations)
Bandwidth Frequency given Damping Ratio
​ Go Bandwidth Frequency = Natural Frequency of Oscillation*(sqrt(1-(2*Damping Ratio^2))+sqrt(Damping Ratio^4-(4*Damping Ratio^2)+2))
Rise Time given Damping Ratio
​ Go Rise Time = (pi-(Phase Shift*pi/180))/(Natural Frequency of Oscillation*sqrt(1-Damping Ratio^2))
Time Response in Undamped Case
​ Go Time Response for Second Order System = 1-cos(Natural Frequency of Oscillation*Time Period for Oscillations)
Peak Time given Damping Ratio
​ Go Peak Time = pi/(Natural Frequency of Oscillation*sqrt(1-Damping Ratio^2))
First Peak Undershoot
​ Go Peak Undershoot = e^(-(2*Damping Ratio*pi)/(sqrt(1-Damping Ratio^2)))
First Peak Overshoot
​ Go Peak Overshoot = e^(-(pi*Damping Ratio)/(sqrt(1-Damping Ratio^2)))
Number of Oscillations
​ Go Number of Oscillations = (Setting Time*Damped Natural Frequency)/(2*pi)
Time of Peak Overshoot in Second Order System
​ Go Time of Peak Overshoot = ((2*Kth Value-1)*pi)/Damped Natural Frequency
Rise Time given Damped Natural Frequency
​ Go Rise Time = (pi-Phase Shift)/Damped Natural Frequency
Delay Time
​ Go Delay Time = (1+(0.7*Damping Ratio))/Natural Frequency of Oscillation
Time Period of Oscillations
​ Go Time Period for Oscillations = (2*pi)/Damped Natural Frequency
Setting Time when Tolerance is 2 Percent
​ Go Setting Time = 4/(Damping Ratio*Damped Natural Frequency)
Setting Time when Tolerance is 5 Percent
​ Go Setting Time = 3/(Damping Ratio*Damped Natural Frequency)
Peak Time
​ Go Peak Time = pi/Damped Natural Frequency
Rise Time given Delay Time
​ Go Rise Time = 1.5*Delay Time

16 Second Order System Calculators

Time Response in Overdamped Case
​ Go Time Response for Second Order System = 1-(e^(-(Overdamping Ratio-(sqrt((Overdamping Ratio^2)-1)))*(Natural Frequency of Oscillation*Time Period for Oscillations))/(2*sqrt((Overdamping Ratio^2)-1)*(Overdamping Ratio-sqrt((Overdamping Ratio^2)-1))))
Time Response of Critically Damped System
​ Go Time Response for Second Order System = 1-e^(-Natural Frequency of Oscillation*Time Period for Oscillations)-(e^(-Natural Frequency of Oscillation*Time Period for Oscillations)*Natural Frequency of Oscillation*Time Period for Oscillations)
Rise Time given Damping Ratio
​ Go Rise Time = (pi-(Phase Shift*pi/180))/(Natural Frequency of Oscillation*sqrt(1-Damping Ratio^2))
Time Response in Undamped Case
​ Go Time Response for Second Order System = 1-cos(Natural Frequency of Oscillation*Time Period for Oscillations)
Peak Time given Damping Ratio
​ Go Peak Time = pi/(Natural Frequency of Oscillation*sqrt(1-Damping Ratio^2))
First Peak Undershoot
​ Go Peak Undershoot = e^(-(2*Damping Ratio*pi)/(sqrt(1-Damping Ratio^2)))
First Peak Overshoot
​ Go Peak Overshoot = e^(-(pi*Damping Ratio)/(sqrt(1-Damping Ratio^2)))
Number of Oscillations
​ Go Number of Oscillations = (Setting Time*Damped Natural Frequency)/(2*pi)
Time of Peak Overshoot in Second Order System
​ Go Time of Peak Overshoot = ((2*Kth Value-1)*pi)/Damped Natural Frequency
Rise Time given Damped Natural Frequency
​ Go Rise Time = (pi-Phase Shift)/Damped Natural Frequency
Delay Time
​ Go Delay Time = (1+(0.7*Damping Ratio))/Natural Frequency of Oscillation
Time Period of Oscillations
​ Go Time Period for Oscillations = (2*pi)/Damped Natural Frequency
Setting Time when Tolerance is 2 Percent
​ Go Setting Time = 4/(Damping Ratio*Damped Natural Frequency)
Setting Time when Tolerance is 5 Percent
​ Go Setting Time = 3/(Damping Ratio*Damped Natural Frequency)
Peak Time
​ Go Peak Time = pi/Damped Natural Frequency
Rise Time given Delay Time
​ Go Rise Time = 1.5*Delay Time

25 Control System Design Calculators

Time Response in Overdamped Case
​ Go Time Response for Second Order System = 1-(e^(-(Overdamping Ratio-(sqrt((Overdamping Ratio^2)-1)))*(Natural Frequency of Oscillation*Time Period for Oscillations))/(2*sqrt((Overdamping Ratio^2)-1)*(Overdamping Ratio-sqrt((Overdamping Ratio^2)-1))))
Time Response of Critically Damped System
​ Go Time Response for Second Order System = 1-e^(-Natural Frequency of Oscillation*Time Period for Oscillations)-(e^(-Natural Frequency of Oscillation*Time Period for Oscillations)*Natural Frequency of Oscillation*Time Period for Oscillations)
Bandwidth Frequency given Damping Ratio
​ Go Bandwidth Frequency = Natural Frequency of Oscillation*(sqrt(1-(2*Damping Ratio^2))+sqrt(Damping Ratio^4-(4*Damping Ratio^2)+2))
Rise Time given Damping Ratio
​ Go Rise Time = (pi-(Phase Shift*pi/180))/(Natural Frequency of Oscillation*sqrt(1-Damping Ratio^2))
Percentage Overshoot
​ Go Percentage Overshoot = 100*(e^((-Damping Ratio*pi)/(sqrt(1-(Damping Ratio^2)))))
Time Response in Undamped Case
​ Go Time Response for Second Order System = 1-cos(Natural Frequency of Oscillation*Time Period for Oscillations)
Peak Time given Damping Ratio
​ Go Peak Time = pi/(Natural Frequency of Oscillation*sqrt(1-Damping Ratio^2))
First Peak Undershoot
​ Go Peak Undershoot = e^(-(2*Damping Ratio*pi)/(sqrt(1-Damping Ratio^2)))
First Peak Overshoot
​ Go Peak Overshoot = e^(-(pi*Damping Ratio)/(sqrt(1-Damping Ratio^2)))
Gain-Bandwidth Product
​ Go Gain-Bandwidth Product = modulus(Amplifier Gain in Mid Band)*Amplifier Bandwidth
Resonant Frequency
​ Go Resonant Frequency = Natural Frequency of Oscillation*sqrt(1-2*Damping Ratio^2)
Number of Oscillations
​ Go Number of Oscillations = (Setting Time*Damped Natural Frequency)/(2*pi)
Time of Peak Overshoot in Second Order System
​ Go Time of Peak Overshoot = ((2*Kth Value-1)*pi)/Damped Natural Frequency
Rise Time given Damped Natural Frequency
​ Go Rise Time = (pi-Phase Shift)/Damped Natural Frequency
Steady State Error for Type Zero System
​ Go Steady State Error = Coefficient Value/(1+Position of Error Constant)
Delay Time
​ Go Delay Time = (1+(0.7*Damping Ratio))/Natural Frequency of Oscillation
Steady State Error for Type 2 System
​ Go Steady State Error = Coefficient Value/Acceleration Error Constant
Time Period of Oscillations
​ Go Time Period for Oscillations = (2*pi)/Damped Natural Frequency
Steady State Error for Type 1 System
​ Go Steady State Error = Coefficient Value/Velocity Error Constant
Setting Time when Tolerance is 2 Percent
​ Go Setting Time = 4/(Damping Ratio*Damped Natural Frequency)
Setting Time when Tolerance is 5 Percent
​ Go Setting Time = 3/(Damping Ratio*Damped Natural Frequency)
Number of Asymptotes
​ Go Number of Asymptotes = Number of Poles-Number of Zeroes
Peak Time
​ Go Peak Time = pi/Damped Natural Frequency
Q-Factor
​ Go Q Factor = 1/(2*Damping Ratio)
Rise Time given Delay Time
​ Go Rise Time = 1.5*Delay Time

Peak Time given Damping Ratio Formula

Peak Time = pi/(Natural Frequency of Oscillation*sqrt(1-Damping Ratio^2))
tp = pi/(ωn*sqrt(1-ζ^2))

What does damping ratio depend on?

The energy dissipation is caused by material damping which basically depends on three factors: amplitude of stress, number of cycles and geometry. In the case of non-homogeneous stress distribution the geometry of the structure influences the vibration damping.

How to Calculate Peak Time given Damping Ratio?

Peak Time given Damping Ratio calculator uses Peak Time = pi/(Natural Frequency of Oscillation*sqrt(1-Damping Ratio^2)) to calculate the Peak Time, The Peak time given damping ratio formula is defined as the time required by response to reach its first peak i.e. the peak of first cycle of oscillation, or first overshoot the response curve reaches to its maximum value. Peak Time is denoted by tp symbol.

How to calculate Peak Time given Damping Ratio using this online calculator? To use this online calculator for Peak Time given Damping Ratio, enter Natural Frequency of Oscillation n) & Damping Ratio (ζ) and hit the calculate button. Here is how the Peak Time given Damping Ratio calculation can be explained with given input values -> 0.137279 = pi/(23*sqrt(1-0.1^2)).

FAQ

What is Peak Time given Damping Ratio?
The Peak time given damping ratio formula is defined as the time required by response to reach its first peak i.e. the peak of first cycle of oscillation, or first overshoot the response curve reaches to its maximum value and is represented as tp = pi/(ωn*sqrt(1-ζ^2)) or Peak Time = pi/(Natural Frequency of Oscillation*sqrt(1-Damping Ratio^2)). The natural frequency of oscillation refers to the frequency at which a physical system or structure will oscillate or vibrate when it is disturbed from its equilibrium position & Damping Ratio in control system is defined as the ratio with which any signal gets decayed.
How to calculate Peak Time given Damping Ratio?
The Peak time given damping ratio formula is defined as the time required by response to reach its first peak i.e. the peak of first cycle of oscillation, or first overshoot the response curve reaches to its maximum value is calculated using Peak Time = pi/(Natural Frequency of Oscillation*sqrt(1-Damping Ratio^2)). To calculate Peak Time given Damping Ratio, you need Natural Frequency of Oscillation n) & Damping Ratio (ζ). With our tool, you need to enter the respective value for Natural Frequency of Oscillation & Damping Ratio and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Peak Time?
In this formula, Peak Time uses Natural Frequency of Oscillation & Damping Ratio. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • Peak Time = pi/Damped Natural Frequency
  • Peak Time = pi/Damped Natural Frequency
  • Peak Time = pi/Damped Natural Frequency
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