Numerical Example - 9.7 | 9. Impulse and Response to Unit Impulse | Earthquake Engineering - Vol 1
K12 Students

Academics

AI-Powered learning for Grades 8–12, aligned with major Indian and international curricula.

Professionals

Professional Courses

Industry-relevant training in Business, Technology, and Design to help professionals and graduates upskill for real-world careers.

Games

Interactive Games

Fun, engaging games to boost memory, math fluency, typing speed, and English skills—perfect for learners of all ages.

Interactive Audio Lesson

Listen to a student-teacher conversation explaining the topic in a relatable way.

Understanding the System Parameters

Unlock Audio Lesson

Signup and Enroll to the course for listening the Audio Lesson

0:00
Teacher
Teacher

Today we are analyzing a numerical example related to the impulse response of a single degree of freedom system. Can anyone tell me why the mass, damping coefficient, and stiffness are important?

Student 1
Student 1

They determine how the system will react to forces, right?

Teacher
Teacher

Exactly! The mass (m) affects the inertia of the system, damping (c) influences how energy is dissipated, while stiffness (k) relates to how much the system resists deformation. Let’s calculate the natural frequency. Who remembers the formula?

Student 2
Student 2

Is it ω_n = √(k/m)?

Teacher
Teacher

Correct! So what do we get when we plug in our values?

Student 3
Student 3

For m=1kg and k=4N/m, ω_n equals 2 rad/s!

Teacher
Teacher

Great job! Now we can explore how this affects our impulse response.

Damping Ratio Calculation

Unlock Audio Lesson

Signup and Enroll to the course for listening the Audio Lesson

0:00
Teacher
Teacher

Next, let's calculate the damping ratio ζ. Who can remind us how to find that?

Student 4
Student 4

It’s ζ = c / (2√(mk)).

Teacher
Teacher

Correct! Now substituting the values, what do we find?

Student 1
Student 1

That makes ζ = 0.25.

Teacher
Teacher

Right again! Understanding the damping ratio is key, as it tells us whether our system is underdamped or overdamped. What does it mean in our case?

Student 2
Student 2

It indicates that our system is underdamped since ζ < 1.

Teacher
Teacher

Perfect, let’s keep that in mind as we move on to formulate the impulse response.

Formulating the Impulse Response Function

Unlock Audio Lesson

Signup and Enroll to the course for listening the Audio Lesson

0:00
Teacher
Teacher

Now, let’s write down the impulse response function. Who remembers how we approach this?

Student 3
Student 3

It’s x(t) = A * e^{-ζω_nt} * sin(ω_d t).

Teacher
Teacher

Exactly! So now, what do we set our values into for A, ω_d, and other variables?

Student 4
Student 4

A can be calculated from initial conditions, and ω_d will be √(k/m) adjusted for ζ!

Teacher
Teacher

Wonderful! Plugging those values, we get the full expression. What does it look like?

Student 1
Student 1

It results in x(t) = 0.5166 * e^{-0.5t} * sin(1.936t).

Teacher
Teacher

Very well done! This describes how the system will respond to an impulsive force at t=0.

Interpreting the Impulse Response Output

Unlock Audio Lesson

Signup and Enroll to the course for listening the Audio Lesson

0:00
Teacher
Teacher

Now that we’ve derived the impulse response function, what can we conclude about the system's behavior over time?

Student 2
Student 2

It will oscillate while gradually losing amplitude due to damping.

Student 3
Student 3

Yes, and the frequency of oscillation is governed by the damped natural frequency!

Teacher
Teacher

Exactly! This response is crucial in earthquake engineering to understand how structures behave under seismic activity.

Student 4
Student 4

So, it helps in designing structures that can withstand shocks!

Teacher
Teacher

You're all correct! This example exemplifies how theoretical concepts apply to real-world structures.

Introduction & Overview

Read a summary of the section's main ideas. Choose from Basic, Medium, or Detailed.

Quick Overview

This section presents a numerical example illustrating the calculation of the impulse response function for a damped single degree of freedom system.

Standard

Here, the parameters of a damped single-degree-of-freedom (SDOF) system are specified, leading to the derivation of the impulse response function. The example demonstrates the significant aspects of system response to an impulsive force.

Detailed

Numerical Example (Section 9.7)

In this section, we evaluate a numerical example based on the parameters of a damped single degree of freedom (SDOF) system. We are given the mass (m), damping coefficient (c), and stiffness (k) to generate the impulse response function for the system.

Given parameters:

  • Mass (m): 1 kg
  • Damping Coefficient (c): 1 N·s/m
  • Stiffness (k): 4 N/m

From these values, we compute:
- Natural frequency (C9_n) = 2 rad/s
- Damping ratio (ζ) = 0.25
- Damped natural frequency (C9_d) = 1.936 rad/s

Impulse Response Function

The derived impulse response function (displacement response of the structure to an impulsive force at t=0) is given as:

$$x(t) = 0.5166 imes e^{-0.5t} imes ext{sin}(1.936t)$$

This function crucially encapsulates how the structure responds over time to impulsive forces applied, illustrating both the damped response envelope and oscillatory characteristics inherent to the system.

Youtube Videos

Earthquake Engineering IMP | Degree Sem 6 | GTU Summer 2024 Exam
Earthquake Engineering IMP | Degree Sem 6 | GTU Summer 2024 Exam
Modal Analysis | MDOF System | Structural Analysis and Earthquake Engineering
Modal Analysis | MDOF System | Structural Analysis and Earthquake Engineering
Fundamentals of Earthquake Engineering
Fundamentals of Earthquake Engineering
Numerical from past question on basic structural dynamics||Earthquake Engineering|| [Lec-2]
Numerical from past question on basic structural dynamics||Earthquake Engineering|| [Lec-2]
Earthquake? No Problem! Learn how base isolation keeps buildings SAFE!
Earthquake? No Problem! Learn how base isolation keeps buildings SAFE!
Basics in Earthquake Engineering & Seismic Design – Part 1 of 4
Basics in Earthquake Engineering & Seismic Design – Part 1 of 4
How Seismographs record Earthquakes!
How Seismographs record Earthquakes!
An earthquake - proof building structure
An earthquake - proof building structure
Seismic Spring 2014 Testing Footage
Seismic Spring 2014 Testing Footage
Engineer Explains - How Earthquake Proof are Modern Buildings?
Engineer Explains - How Earthquake Proof are Modern Buildings?

Audio Book

Dive deep into the subject with an immersive audiobook experience.

Given Parameters

Unlock Audio Book

Signup and Enroll to the course for listening the Audio Book

Given:
• m=1kg, c=1N·s/m, k =4N/m

Detailed Explanation

In this numerical example, we are given three important parameters for a damped system: mass (m), damping coefficient (c), and stiffness (k). Here, the mass of the system is 1 kilogram, the damping coefficient is 1 Newton-second per meter, and the stiffness is 4 Newtons per meter. These parameters are crucial for defining the motion of the system when subjected to external forces, particularly impulsive forces.

Examples & Analogies

Think of a toy car on a smooth surface. The car’s mass is equivalent to the resistance it has to acceleration. The damping coefficient can be compared to friction between the car and the surface, affecting how quickly it slows down after being pushed. Stiffness is akin to how hard the springs in the car’s suspension work to return it to its position after a bump.

Natural Frequency and Damping Ratio

Unlock Audio Book

Signup and Enroll to the course for listening the Audio Book

Then:
• ω_n=2rad/s, ζ=√1/2=0.25
• ω_d=2√(1−0.25²)=1.936rad/s

Detailed Explanation

From the initial parameters, we can calculate the natural frequency (ω_n) and the damped natural frequency (ω_d) of the system. The natural frequency indicates how the system behaves in a free oscillation without any dampening. The damping ratio (ζ) helps determine how the oscillations reduce over time. In this case, with ζ calculated as 0.25, we note that the system is underdamped, which means it will oscillate before eventually coming to rest.

Examples & Analogies

Imagine a swing at a playground. The natural frequency is like how fast the swing moves back and forth when pushed, while the damping ratio shows how quickly it slows down after being pushed. A lower damping ratio means more oscillations before the swing stops.

Impulse Response Function

Unlock Audio Book

Signup and Enroll to the course for listening the Audio Book

Impulse response:
1
x(t)= e^{-0.25·2·t} sin(1.936·t)
1·1.936
x(t)=0.5166·e^{-0.5·t} sin(1.936·t)

Detailed Explanation

The impulse response function describes how the system will respond to an impulsive force applied at time t=0. The exponential term, e^{-0.5·t}, represents the decay in amplitude of the oscillation over time due to damping. The sine function, sin(1.936·t), shows that the displacement will oscillate at the damped frequency. This response helps predict the motion of the structure over time following the impulse.

Examples & Analogies

Think of a plucked guitar string. When you pluck it (the impulse), it vibrates and produces sound. The sound starts loud (high displacement) and gradually gets quieter (decaying amplitude) until it stops vibrating. Here, we are mathematically modeling that same behavior for a different system.

Physical Interpretation

Unlock Audio Book

Signup and Enroll to the course for listening the Audio Book

This function describes the displacement response of the structure to an impulsive force at t=0.

Detailed Explanation

The derived function provides a complete description of how the structure behaves immediately after the application of an impulse. It allows engineers to understand the maximum displacement, the frequency of oscillations, and the rate at which the system returns to rest. Such understanding is critical in designing structures that can withstand impulsive forces, like those from earthquakes.

Examples & Analogies

Consider a trampoline. When someone jumps on it (the impulse), it bends and oscillates up and down. The shape and speed of that bounce can be predicted using similar mathematical functions, which allow us to ensure that the trampoline can handle repetitive jumps without breaking.

Definitions & Key Concepts

Learn essential terms and foundational ideas that form the basis of the topic.

Key Concepts

  • Impulse: A short-term high-magnitude force acting on a structure.

  • Impulsive Forces: Critical in understanding real-world applications like earthquakes.

  • Natural Frequency: Denotes the inherent ability of a system to oscillate.

  • Damping Ratio: Determines how quickly a system returns to rest.

  • Impulse Response Function: Reveals the behavior of structures under impulsive loads.

Examples & Real-Life Applications

See how the concepts apply in real-world scenarios to understand their practical implications.

Examples

  • An example is using an impact hammer to test structural responses in earthquake engineering.

  • Simulating an impulsive load can help in predicting responses during seismic activity.

Memory Aids

Use mnemonics, acronyms, or visual cues to help remember key information more easily.

🎵 Rhymes Time

  • In systems damped, impulse reigns, energy fades, while sine remains.

📖 Fascinating Stories

  • Imagine a bridge swaying gently after a sudden earthquake — how it oscillates gracefully illustrates our response derived from impulse guidelines!

🧠 Other Memory Gems

  • DAMP: Damping ratio, Amplitude decay, Motion description, Parameters involved.

🎯 Super Acronyms

FIND

  • Frequency
  • Impact
  • Natural
  • Damping — key features of impulse responses!

Flash Cards

Review key concepts with flashcards.

Glossary of Terms

Review the Definitions for terms.

  • Term: Impulse

    Definition:

    A force of very large magnitude acting over a very short period of time.

  • Term: Dirac Delta Function

    Definition:

    A mathematical function used to model an impulse, denoted as δ(t).

  • Term: Damping Ratio (ζ)

    Definition:

    A measure of how oscillations in a system decay after a disturbance.

  • Term: Natural Frequency (ω_n)

    Definition:

    The frequency at which a system oscillates when not subjected to external forces.

  • Term: Impulse Response Function

    Definition:

    The output of a system when subjected to a unit impulse input, often used to analyze the system's behavior over time.