Practice Design Implications Based on SDOF Seismic Response - 6.15 | 6. Equations of Motion of SDOF System for Mass as well as Base Excitation | Earthquake Engineering - Vol 1
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6.15 - Design Implications Based on SDOF Seismic Response

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Learning

Practice Questions

Test your understanding with targeted questions related to the topic.

Question 1

Easy

Define base shear in the context of seismic design.

💡 Hint: It relates to the weight of the building.

Question 2

Easy

What does ductility refer to?

💡 Hint: Think about how materials react under stress.

Practice 4 more questions and get performance evaluation

Interactive Quizzes

Engage in quick quizzes to reinforce what you've learned and check your comprehension.

Question 1

What does the design base shear (V) represent in structural design?

  • Total gravity load
  • Horizontal seismic load
  • Vertical seismic load

💡 Hint: Think about what forces act horizontally during an earthquake.

Question 2

Ductility demand indicates how much deformation a structure can tolerate.

  • True
  • False

💡 Hint: This is crucial in earthquake engineering.

Solve 2 more questions and get performance evaluation

Challenge Problems

Push your limits with challenges.

Question 1

A building has a weight of 800 kN and is located in a high seismic hazard zone, yielding an A_h of 0.3. Calculate the design base shear and discuss implications.

💡 Hint: Use the base shear formula and reflect on the design importance.

Question 2

You are provided with a ductility demand of 3. If the yielding force of a structure is 100 kN, what maximum displacement can the structure handle without collapsing?

💡 Hint: Remember how to manipulate the ductility expression.

Challenge and get performance evaluation