Practice Role of Initial Conditions in SDOF Response - 6.14 | 6. Equations of Motion of SDOF System for Mass as well as Base Excitation | Earthquake Engineering - Vol 1
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Role of Initial Conditions in SDOF Response

6.14 - Role of Initial Conditions in SDOF Response

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What are the two main components of initial conditions?

💡 Hint: Think about what defines the starting point of motion.

Question 2 Easy

Define homogeneous response in your own words.

💡 Hint: Focus on free motion versus forced motion.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the role of initial conditions in SDOF response?

💡 Hint: Consider how motion begins and evolves.

Question 2

True or False: Initial conditions can always be assumed to be zero in earthquake engineering.

True
False

💡 Hint: Reflect on aftershocks and their impact.

1 more question available

Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

An SDOF system has a mass of 10 kg, a stiffness of 2000 N/m, and initial displacement of 0.1 m with a velocity of 2 m/s. Derive the equations governing this system's motion over time.

💡 Hint: Use differential equations to represent the motion and apply initial conditions directly.

Challenge 2 Hard

Verify how the response of an SDOF system will differ with zero initial conditions versus specific initial conditions during an earthquake simulation.

💡 Hint: Pay attention to how momentary differences can lead to larger oscillations.

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