Free Vibration of SDOF Systems - 1.3 | 1. Theory of Vibrations | Earthquake Engineering - Vol 1
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1.3 - Free Vibration of SDOF Systems

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Interactive Audio Lesson

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Introduction to SDOF Systems

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0:00
Teacher
Teacher

Today, we'll talk about Single Degree of Freedom systems and their behavior during free vibrations. Can anyone tell me what a Single Degree of Freedom system is?

Student 1
Student 1

Is it a system that can be described using just one coordinate?

Teacher
Teacher

Exactly! An SDOF system has just one motion coordinate. Now, does anyone know what free vibration means?

Student 2
Student 2

Isn't it when the system oscillates without any external forces acting on it?

Teacher
Teacher

Correct! In free vibration, the system experiences oscillations after an initial disturbance without external influences. Let's discuss the equation governing motion for an SDOF system.

Equations of Motion

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0:00
Teacher
Teacher

The equation of motion for a mass-spring system is mx¨ + kx = 0. What do the variables represent?

Student 3
Student 3

m is the mass and k is the stiffness; but what does the 'x' stand for?

Teacher
Teacher

Great question! 'x' represents the displacement from the equilibrium position. Now, this equation describes the dynamics of how the system behaves over time. Can you deduce what conditions need to be satisfied for this equation to hold?

Student 4
Student 4

I think it means that there are no external forces acting on it.

Teacher
Teacher

Exactly! In this scenario, we consider only the internal forces. Let's move on to the solution of this equation.

Solution and Natural Frequency

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0:00
Teacher
Teacher

The general solution to our equation can be expressed as x(t) = A*cos(ω_n*t) + B*sin(ω_n*t). Can someone explain what each term represents?

Student 1
Student 1

A and B are constants based on the initial conditions?

Teacher
Teacher

Correct! And ω_n is the natural circular frequency. Can anyone tell me how we can find ω_n?

Student 2
Student 2

It's calculated as the square root of k/m. So higher stiffness means higher frequency?

Teacher
Teacher

Absolutely! Higher stiffness indeed results in a higher natural frequency. This is crucial for earthquake engineering, where avoiding resonance is key.

Importance of Natural Frequency

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0:00
Teacher
Teacher

So, why is understanding natural frequency important for engineers?

Student 3
Student 3

It helps in designing structures that can withstand vibrations, especially during events like earthquakes.

Teacher
Teacher

Exactly! Structures need to be designed with their natural frequency in mind to prevent excessive oscillations during seismic activity. What can happen if a structure resonates with ground motion?

Student 4
Student 4

It could lead to catastrophic failures.

Teacher
Teacher

That's right! This is why we must account for the natural frequency during the design process. To recap, we've covered the equation of motion, its solution, and the significance of natural frequencies in SDOF systems.

Introduction & Overview

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

Quick Overview

This section discusses the behavior of single degree of freedom (SDOF) systems during free vibrations, focusing on the equations of motion and natural frequency.

Standard

The section explains the dynamics of SDOF systems under free vibration, characterized by the mass-spring system dynamics without damping. It introduces the differential equation governing motion, its solution, and the significance of the natural frequency in oscillatory behavior.

Detailed

Free Vibration of SDOF Systems

In this section, we examine Single Degree of Freedom (SDOF) systems undergoing free vibration, essential for understanding the dynamic behavior of structures during seismic events.

Key Concepts:

  1. Equation of Motion:
    The governing equation for a mass-spring system is given by:

$$ mx¨ + kx = 0 $$

where:
- m is the mass of the system,
- k is the stiffness of the spring,
- x is the displacement from the equilibrium position.

This leads to a characteristic second-order homogeneous differential equation.

  1. Solution of the Equation:
    The general solution of this differential equation is:

$$ x(t) = A\cos(ω_n t) + B\sin(ω_n t) $$

where:
- A and B are constants determined by initial conditions,
- ω_n (natural circular frequency) is calculated as:

$$ ω_n = \sqrt{\frac{k}{m}} $$

The natural frequency f in Hz can be derived from ω_n as:

$$ f_n = \frac{ω_n}{2π} $$

  1. Significance of Natural Frequency:
    The natural frequency is crucial because the SDOF system oscillates indefinitely at this frequency in the absence of damping. Any resonant frequency close to this natural frequency can lead to significant vibratory responses in real-world applications.

Understanding the free vibration dynamics of SDOF systems is critical for designing earthquake-resistant structures that can withstand seismic forces.

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Audio Book

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Mass-Spring System Overview

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Consider a mass-spring system with no damping. The equation of motion is:

mx¨ + kx = 0

Detailed Explanation

In this chunk, we are introduced to the basic setup of a single degree of freedom (SDOF) system, which consists of a mass connected to a spring. The equation of motion (mx¨ + kx = 0) describes how the mass moves when it is disturbed from its equilibrium position. Here, 'm' is the mass, 'k' is the spring constant, and 'x' is the displacement from equilibrium. This equation is fundamental in the study of vibrations as it outlines the dynamics of how the system behaves under free vibration.

Examples & Analogies

Imagine a child on a swing. When the child pushes off, the swing moves back and forth around its resting position. This motion can be described using similar principles as those in the mass-spring system; the child represents the mass, and the swing's ability to move up and down represents the spring.

Equation of Motion

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This is a second-order homogeneous differential equation. Its solution is:
x(t) = A cos(ωn t) + B sin(ωn t)

Detailed Explanation

The equation of motion derived from the earlier relationship is a second-order homogeneous differential equation. The solution represents the displacement of the mass over time and involves two components: a cosine and a sine function. The constants A and B are determined by the initial conditions of the system, such as the initial position and velocity. The term ωn represents the natural circular frequency, indicating how quickly the system oscillates.

Examples & Analogies

Think of a pendulum swinging back and forth. The equations governing its motion will describe how the pendulum covers distances at different points in time as it swings, similar to how the mass-spring system's motion can be described mathematically.

Natural Frequency

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Where:

ωn = √(k/m)

fn = ωn / (2π)

Detailed Explanation

Natural frequency (fn) is a crucial concept in free vibrations, representing the frequency at which the system naturally oscillates when not subjected to any external force. It can be calculated from the stiffness of the spring (k) and the mass (m). The formula shows that natural frequency decreases as mass increases, which means heavier systems oscillate more slowly.

Examples & Analogies

Consider two different swings; one is for a child and one is for an adult. The adult swing (heavier) will take longer to complete one full back-and-forth motion compared to the lighter child’s swing, similar to how different masses will oscillate at different rates in vibrating systems.

Indefinite Oscillation

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The system oscillates indefinitely at its natural frequency in absence of damping.

Detailed Explanation

In an ideal scenario where there is no damping, the system will continue to oscillate forever at the natural frequency. Damping refers to any force that dissipates energy, such as friction or air resistance. Without any energy loss, the amplitude of vibration does not decrease over time, allowing perpetual motion.

Examples & Analogies

Picture a perfectly lubricated swing with no air resistance; once pushed, it would continue to swing back and forth without stopping. However, in real life, everything has some form of damping which eventually causes the swing to stop.

Definitions & Key Concepts

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

Key Concepts

  • Equation of Motion:

  • The governing equation for a mass-spring system is given by:

  • $$ mx¨ + kx = 0 $$

  • where:

  • m is the mass of the system,

  • k is the stiffness of the spring,

  • x is the displacement from the equilibrium position.

  • This leads to a characteristic second-order homogeneous differential equation.

  • Solution of the Equation:

  • The general solution of this differential equation is:

  • $$ x(t) = A\cos(ω_n t) + B\sin(ω_n t) $$

  • where:

  • A and B are constants determined by initial conditions,

  • ω_n (natural circular frequency) is calculated as:

  • $$ ω_n = \sqrt{\frac{k}{m}} $$

  • The natural frequency f in Hz can be derived from ω_n as:

  • $$ f_n = \frac{ω_n}{2π} $$

  • Significance of Natural Frequency:

  • The natural frequency is crucial because the SDOF system oscillates indefinitely at this frequency in the absence of damping. Any resonant frequency close to this natural frequency can lead to significant vibratory responses in real-world applications.

  • Understanding the free vibration dynamics of SDOF systems is critical for designing earthquake-resistant structures that can withstand seismic forces.

Examples & Real-Life Applications

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

Examples

  • A classic example of an SDOF system is a mass attached to a spring in a simple harmonic motion setup, illustrating free vibrations.

  • In an earthquake, buildings can be modeled as SDOF systems, where understanding their natural frequency is crucial for safety.

Memory Aids

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

🎵 Rhymes Time

  • When the spring is free to sway, watch it dance and play all day!

📖 Fascinating Stories

  • Imagine a child on a swing at the park; they stop pushing, and the swing continues to back and forth; this is like free vibration—a beautiful dance without external push!

🧠 Other Memory Gems

  • To remember the equation of motion, think 'Mass times acceleration, plus stiffness times position must equal zero' - M + K = 0.

🎯 Super Acronyms

Vibration Dynamics = V = 1 (Vibrational principles

  • 1. Free Vibration 2. Damping Not involved).

Flash Cards

Review key concepts with flashcards.

Glossary of Terms

Review the Definitions for terms.

  • Term: Free Vibration

    Definition:

    Oscillation of a system without external forces after an initial disturbance.

  • Term: Single Degree of Freedom (SDOF) System

    Definition:

    A system described by a single coordinate representing its motion.

  • Term: Equation of Motion

    Definition:

    Mathematical representation of the dynamics of a system.

  • Term: Natural Frequency

    Definition:

    The frequency at which a system tends to oscillate in the absence of any driving force.

  • Term: Natural Circular Frequency (ω_n)

    Definition:

    The rate of oscillation of an SDOF system, measured in radians per second.