Practice Limitations of 2-DOF Models - 12.17 | 12. Two Degree of Freedom System | Earthquake Engineering - Vol 1
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Limitations of 2-DOF Models

12.17 - Limitations of 2-DOF Models

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

Name one limitation of 2-DOF models compared to MDOF models.

💡 Hint: Think about what happens in tall structures.

Question 2 Easy

Why is irregular geometry a problem for 2-DOF models?

💡 Hint: Consider how loads are transferred in unique shapes.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is one limitation of a 2-DOF model?

It can accurately predict seismic response.
It cannot capture higher-mode vibrations.
It is suitable for all structures.

💡 Hint: Consider the performance of tall buildings.

Question 2

True or False: 2-DOF models are perfectly adequate for all structural analyses.

True
False

💡 Hint: Think about complex structures.

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Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

Analyze a 15-story building with substantial lateral load requirements. Discuss the potential outcomes of using a 2-DOF model versus an MDOF model for its analysis.

💡 Hint: Consider both lateral loading and dynamic response.

Challenge 2 Hard

Evaluate the implications of nonlinear material behavior in seismic analysis. How would a 2-DOF model provide inaccurate predictions in this context?

💡 Hint: Reflect on how materials behave under different loads.

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