Show simple item record

dc.creatorBorosnyoi-Crawley, Dorianen
dc.date2026-03-04
dc.date.accessioned2026-07-14T20:44:49Z
dc.date.available2026-07-14T20:44:49Z
dc.identifierhttps://bulletin.nzsee.org.nz/article/view/1658
dc.identifier10.5459/bnzsee.1658
dc.identifier.urihttps://repo.nzsee.org.nz/xmlui/handle/nzsee/2858
dc.descriptionPerformance-based seismic design of post-installed anchors needs the development of a new framework that can provide tools for designers to anticipate a realistic concrete-anchor system damage in seismic design scenarios relevant for New Zealand. Seismic capacity of anchors is not available for performance-based seismic design from anchor qualification methods considered currently as state-of-the-art. An outlook is provided in this article for the potential first steps in future developments based on a comprehensive assessment of the current state-of-the-art design and qualification approaches, incorporating a novel holistic framework proposed for post-installed anchor seismic performance.en
dc.formatapplication/pdf
dc.languageen
dc.publisherNew Zealand Society for Earthquake Engineeringen
dc.relationhttps://bulletin.nzsee.org.nz/article/view/1658/1526
dc.rightsCopyright (c) 2026 Dorian Borosnyoi-Crawleyen
dc.rightshttps://creativecommons.org/licenses/by/4.0en
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol. 59 No. 1 (2026); 13-22en
dc.source2324-1543
dc.source1174-9857
dc.titleFuture developments in performance-based seismic design and related qualification of post-installed anchors in New Zealanden
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen


Files in this item

FilesSizeFormatView

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record