Practice Idealization of Real Structures as SDOF - 5.11 | 5. Degrees of Freedom and SDOF | Earthquake Engineering - Vol 1
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Idealization of Real Structures as SDOF

5.11 - Idealization of Real Structures as SDOF

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What is the significance of mass participation in SDOF idealization?

💡 Hint: Think about how simplifying models helps in analysis.

Question 2 Easy

Define the fundamental period (T) in the context of structures.

💡 Hint: Consider the relationship between mass and stiffness.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the primary condition for a structure to be idealized as SDOF?

First mode participation >90%
First mode participation <50%
Only lateral displacements considered

💡 Hint: Focus on the importance of the first mode.

Question 2

True or False: The fundamental period can be estimated by the formula T = 2π√(m/k).

True
False

💡 Hint: Think about how mass and stiffness interact.

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Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

Evaluate a structural system where the effective mass is 20,000 kg and the effective stiffness is 80,000 N/m. Calculate T and assess if it can be idealized as SDOF if the first mode participation is reported to be 92%.

💡 Hint: Follow the steps to calculate the period and check participation percentage.

Challenge 2 Hard

A large structure shows that the first vibrational mode shows mass participation of only 75%. Discuss the implications and how you would approach the analysis.

💡 Hint: Consider what happens when the dominant mode is inadequate.

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Reference links

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