Empirical vulnerability curves for Icelandic low-rise buildings based on zero-inflated beta regression model

dc.contributorHáskóli Íslandsen_US
dc.contributorUniversity of Icelanden_US
dc.contributor.authorBessason, Bjarni
dc.contributor.authorRupakhety, Rajesh
dc.contributor.authorBjarnason, Jón Örvar
dc.contributor.departmentUmhverfis- og byggingarverkfræði (HÍ)en_US
dc.contributor.departmentFaculty of Civil and Environmental Engineering (UI)en_US
dc.contributor.schoolVerkfræði- og náttúruvísindasvið (HÍ)en_US
dc.contributor.schoolSchool of Engineering and Natural Sciences (UI)en_US
dc.date.accessioned2022-12-08T13:34:15Z
dc.date.available2022-12-08T13:34:15Z
dc.date.issued2022-09-04
dc.description.abstractIn June 2000, two earthquakes of ~Mw6.5 struck in South Iceland, and in May 2008 the same region was hit again further west, with Mw6.3 event. Almost 5000 residential buildings were affected in each of these two seismic events. To fulfil insurance claims, detailed, and complete loss data were collected in each case, and the 2000 dataset and 2008 dataset were established. Having access to two high quality loss datasets from different size earthquakes, affecting the same building typologies in the same region, is rare to find in the literature. An advanced empirical vulnerability model based on zero-inflated beta regression was fitted to five building typologies, classified according to the GEM taxonomy system, independently for the 2000 dataset and the 2008 dataset. Status of seismic codes was considered when defining the building typologies. PGA was used as intensity measure. For all the five building typologies, the calibrated vulnerability functions and the fragility curves are substantially different from these two datasets. This indicates that PGA is not alone an adequate intensity measure to predict losses. The results also show that status of seismic code affects the performance of the buildings as one would like to see.en_US
dc.description.sponsorshipThe authors thank the Natural Catastrophe Insurance of Iceland for placing the earthquake damage database and other relevant information at their disposal. This work was partly financed by the SERICE project funded by a Grant of Excellence from the Icelandic Centre for Research (RANNIS), Grant Number: 218149-051. We also acknowledge support from the University of Iceland Research Fund.en_US
dc.format.extent1904-1913en_US
dc.identifier.isbnISBN 978-973-100-533-1
dc.identifier.journalProceedings of the 3rd European Conference on Earthquake Engineering and Seismologyen_US
dc.identifier.urihttps://hdl.handle.net/20.500.11815/3690
dc.language.isoenen_US
dc.publisherConspress, Bucharest, Rumeniaen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectJarðskjálftaren_US
dc.subjectAðhvarfsgreiningen_US
dc.subjectVulnerabilityen_US
dc.subjectSeismic hazarden_US
dc.subjectSeismic risken_US
dc.subjectGEM flokkunarkerfien_US
dc.titleEmpirical vulnerability curves for Icelandic low-rise buildings based on zero-inflated beta regression modelen_US
dc.typeinfo:eu-repo/semantics/conferenceObjecten_US

Skrár

Original bundle

Niðurstöður 1 - 1 af 1
Hleð...
Thumbnail Image
Nafn:
3ECEES - Bessason et al. (2022).pdf
Stærð:
1.68 MB
Snið:
Adobe Portable Document Format
Description:
Publisher´s version