Practice Vertical-to-Horizontal (V/H) Ratio - 36.14.2 | 36. Site Specific Response Spectrum | Earthquake Engineering - Vol 3
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Vertical-to-Horizontal (V/H) Ratio

36.14.2 - Vertical-to-Horizontal (V/H) Ratio

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Learning

Practice Questions

Test your understanding with targeted questions

Question 1 Easy

What does the V/H ratio represent?

💡 Hint: Think about how vertical and horizontal ground motions relate.

Question 2 Easy

What is a typical range for the V/H ratio?

💡 Hint: Recall the numbers that represent this ratio from our discussions.

4 more questions available

Interactive Quizzes

Quick quizzes to reinforce your learning

Question 1

What is the typical range for the V/H ratio?

0.1 to 0.2
0.3 to 0.7
0.8 to 1.0

💡 Hint: Recall our discussions on V/H ratio values.

Question 2

True or False: The V/H ratio is unnecessary in the design of tall buildings.

True
False

💡 Hint: Consider the forces acting on tall structures during an earthquake.

1 more question available

Challenge Problems

Push your limits with advanced challenges

Challenge 1 Hard

An engineer observes that during a seismic event, the vertical response at a site required a V/H ratio of 0.45 for accurate design. If the site-specific horizontal spectrum has a peak ground acceleration (PGA) of 0.8g, what is the adjusted vertical PGA?

💡 Hint: Use the scaling formula involving V/H to adjust the values accordingly.

Challenge 2 Hard

Discuss the potential consequences of applying a uniform V/H ratio of 0.5 across different soil types when designing a multi-story building. How would your approach differ if the building were to be constructed on soft soil versus hard rock?

💡 Hint: Consider how soil characteristics affect ground response.

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