Practice Numerical Example: 2-DOF System - 16.14 | 16. Introduction to MDOF Systems | Earthquake Engineering - Vol 2
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Numerical Example: 2-DOF System

16.14 - Numerical Example: 2-DOF System

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

Define the mass matrix for a 2-DOF system with m1=5 kg, m2=10 kg.

💡 Hint: Consider how mass is represented in matrix form.

Question 2 Easy

What does the stiffness matrix represent?

💡 Hint: Think about the properties of the materials involved.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What does the mass matrix in a 2-DOF system represent?

The stiffness of the system
The distribution of mass
The damping characteristics

💡 Hint: Consider what defines the motion of each mass.

Question 2

Is the stiffness matrix in a 2-DOF system always symmetric?

True
False

💡 Hint: Think about how stiffness in structures interacts.

1 more question available

Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

Consider a 2-DOF system with masses m1=12 kg and m2=8 kg. The stiffness matrix is given as [K] = [[30, -10], [-10, 20]]. Calculate the natural frequencies and corresponding mode shapes.

💡 Hint: Use MATLAB or numerical methods for precise calculations.

Challenge 2 Hard

For the 2-DOF system, determine the response to an external seismic input defined by a force vector. Use modal superposition to articulate the total displacement.

💡 Hint: Break down each mode's impact and ensure correct summation.

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