Fragility based methodology for evaluating time-dependent seismic performance of post-tensioned Timber Frames

Simple item page
dc.contributor.authorGranello G
dc.contributor.authorPalermo AG
dc.contributor.authorBroccardo, M.
dc.contributor.authorPampanin, Stefano
dc.date.accessioned2020-05-25T21:52:55Z
dc.date.available2020-05-25T21:52:55Z
dc.date.issued2020en
dc.date.updated2020-04-15T09:05:36Z
dc.identifier.citationGranello G, Palermo AG (2020). Fragility based methodology for evaluating time-dependent seismic performance of post-tensioned Timber Frames. Earthquake Spectra. 36(1). 322-352.en
dc.identifier.doihttps://doi.org/10.1177/8755293019878196
dc.identifier.issn8755-2930
dc.identifier.urihttps://hdl.handle.net/10092/100152
dc.language.isoen
dc.rightsAll rights reserved unless otherwise stateden
dc.rights.urihttp://hdl.handle.net/10092/17651en
dc.subjectPres-Lamen
dc.subjectPost-tensioned timberen
dc.subjectLow-damageen
dc.subjectFragility analysisen
dc.subjectSeismic performanceen
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineeringen
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400510 - Structural engineeringen
dc.titleFragility based methodology for evaluating time-dependent seismic performance of post-tensioned Timber Framesen
dc.typeJournal Articleen
uc.collegeFaculty of Engineering
uc.departmentCivil and Natural Resources Engineering
Files
Original bundle
Now showing 1 - 2 of 2
Thumbnail Image
Name:
Gabriele-Fragility-curves.pdf
Size:
6.69 MB
Format:
Adobe Portable Document Format
Description:
Published version
Download
Thumbnail Image
Name:
Gabriele-Fragility-curves.pdf
Size:
6.69 MB
Format:
Adobe Portable Document Format
Description:
Published version
Download
Collections
Engineering: Journal Articles