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Fragility estimation for global building classes using analysis of the Cambridge earthquake damage database (CEQID)

Robin Spence; Sandra Martínez-Cuevas; Hannah Baker
Bulletin of Earthquake Engineering · Vol. 19, Issue 14 · pp. 5897-5916 · 2021

Abstract

This paper describes CEQID, a database of earthquake damage and casualty data assembled since the 1980s based on post-earthquake damage surveys conducted by a range of research groups. Following 2017–2019 updates, the database contains damage data for more than five million individual buildings in over 1000 survey locations following 79 severely damaging earthquakes worldwide. The building damage data for five broadly defined masonry and reinforced concrete building classes has been assembled and a uniform set of six damage levels assigned. Using estimated peak ground acceleration (PGA) for each survey location based on USGS Shakemap data, a set of lognormal fragility curves has been developed to estimate the probability of exceedance of each damage level for each class, and separate fragility curves for each of five geographical regions are presented. A revised set of fragility curves has also been prepared in which the bias in the curve resulting from the uncertainty in the ground motion parameter has been removed. The uncertainty in the fragility curves is evaluated and discussed and the curves are compared with those from other studies. A resistance index for each class of building is developed and cross-regional comparisons using this resistance index are presented.

Bibliographic Information

JournalBulletin of Earthquake Engineering
PublisherSpringer
Publication Date2021-11-01
Publication Year2021
Volume19
Issue14
Pages5897-5916
Document TypeJournal Article
Print ISSN1570-761X
eISSN1573-1456
DOI10.1007/s10518-021-01178-x

Access Information

NARA Access Coverage2003-01-01~Current
Journal Homepagehttps://www.springer.com/journal/10518
Publisher PageOpen Publisher Page
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