Chapter
Dec 8, 2023
Chapter 2
Comparison with Predicted Ground Motions
Publication: Designing to the Strongest Ground Motions
Abstract
Future ground motions are predicted by a probabilistic seismic hazard analysis probabilistic seismic hazard analysis. In this chapter, the predicted ground motions are compared with the strongest recorded ground motions. The 10,000-year mean return period (MRP) predicted ground motions at two sites in the United States are much stronger than any ground motions in 200,000 instrument-years of recorded data. The energy demand of 20,000-year MRP ground motions is completely unrealistic, even though 20,000-year ground motion also has nearly a 100% chance of exceeding 200,000 years of recorded data. Overprediction of hazards (and risks) is harmful because it increases the cost of insurance, results in inefficient allocation of resources; deprives the public of the benefits of projects that are deemed “too risky” or “too costly” because of overprediction; and causes others to doubt the predictions and not take them seriously.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2023 American Society of Civil Engineers.
History
Published online: Dec 8, 2023
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Business management
- Construction costs
- Construction engineering
- Construction management
- Earthquake engineering
- Engineering fundamentals
- Geohazards
- Geotechnical engineering
- Geotechnical investigation
- Ground motion
- Mathematics
- Practice and Profession
- Probability
- Project management
- Public administration
- Public health and safety
- Resource allocation
- Seismic effects
- Seismic tests
- Tests (by type)
Authors
Affiliations
Praveen K. Malhotra, Ph.D., P.E.
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.