Practice Free Vibration of Undamped MDOF Systems - 16.4 | 16. Introduction to MDOF Systems | Earthquake Engineering - Vol 2
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Free Vibration of Undamped MDOF Systems

16.4 - Free Vibration of Undamped MDOF Systems

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What is natural frequency?

💡 Hint: Think about how a swing oscillates.

Question 2 Easy

Define mode shape.

💡 Hint: Consider how various points of a structure move together.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What does ω² represent in the context of MDOF systems?

Damping Ratio
Eigenvalues
Stiffness

💡 Hint: Think about the vibrations of the system.

Question 2

Mode shapes are orthogonal to mass and stiffness matrices. True or False?

True
False

💡 Hint: What does orthogonality imply about two vectors?

1 more question available

Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

Given a system with a known mass matrix \(M = [[1, 0], [0, 2]]\) and stiffness matrix \(K = [[10, -5], [-5, 5]]\), compute the eigenvalues and eigenvectors.

💡 Hint: Solve the characteristic equation.

Challenge 2 Hard

Discuss how the eigenvalue analysis of an MDOF system with two degrees of freedom differs from that of a single-degree system.

💡 Hint: Consider the differences in analysis approaches.

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