Chapter
Jul 11, 2012
Deaggregation of Collapse Risk
Authors: L. Eads [email protected], E. Miranda [email protected], H. Krawinkler [email protected], and D. G. Lignos [email protected]Author Affiliations
Publication: 20th Analysis and Computation Specialty Conference
Abstract
Avoidance of collapse is one of the most important objectives when designing structures in seismic regions. This study focuses on collapse risk quantification and, in particular, deaggregation of the mean annual frequency of collapse. Similar to the deaggregation used in probabilistic seismic hazard analysis, which provides information about the magnitudes, distances, and epsilon values that primarily contribute to the seismic hazard, deaggregation of the mean annual frequency of collapse is a powerful tool that identifies the ground motion intensities that primarily contribute to the collapse risk of a given structure. A detailed description of how to conduct this deaggregation is presented, and the concept is illustrated using a 4-story steel special moment frame building designed according to the 2003 International Building Code. The collapse risk of this structure is evaluated for sites in the western, central, and eastern United States. Despite significant differences in the seismic hazards at each site, it is shown that intensities corresponding to the lower half of the collapse fragility curve dominate the collapse risk at all sites. It is concluded that emphasis should be placed on the lower half of the collapse fragility curve as opposed to focusing on the median collapse intensity as is currently done.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2012 American Society of Civil Engineers.
History
Published online: Jul 11, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
Department of Civil and Environmental Engineering, Stanford University, Bldg. 540, MC: 3037, Stanford, CA 94305. E-mail: [email protected]
Department of Civil and Environmental Engineering, Stanford University, 473 Via Ortega, Stanford, CA 94305. E-mail: [email protected]
Department of Civil and Environmental Engineering, Stanford University, 473 Via Ortega, Stanford, CA 94305. E-mail: [email protected]
Department of Civil Engineering and Applied Mechanics, McGill University, 817 Sherbrooke West, Room 278C, Montreal, QC, Canada H3A 2K6. E-mail: [email protected]
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.
Cited by
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.