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dc.creatorDhakal, Rajeshen
dc.date2024-02-29
dc.date.accessioned2026-07-14T20:44:50Z
dc.date.available2026-07-14T20:44:50Z
dc.identifierhttps://bulletin.nzsee.org.nz/article/view/1680
dc.identifier10.5459/bnzsee.1680
dc.identifier.urihttps://repo.nzsee.org.nz/xmlui/handle/nzsee/2867
dc.descriptionThis paper critically reviews the current building seismic design approach based on the observed performance of modern building stock in recent earthquakes, highlights the inability of the current design approach in controlling seismic damage and losses, and proposes a conceptual framework for next generation seismic design codes that is likely to meet public expectations. In addition to ensuring life-safety in rare earthquakes, the proposed loss-optimization seismic design approach also aims to ensure quick functional recovery and minimum loss (i.e. repair, downtime, and injury/fatality) in moderate-strong earthquakes by limiting damage to building’s structural and non-structural components. Based on comparison of performances of building stock in some recent major earthquakes in different countries, the paper presents some simple strategies to render buildings more resilient and suffer significantly less seismic damage (and consequentially incur less loss). Finally, the paper scrutinizes the efficacy of some commonly used low-damage technologies in minimizing building seismic losses.en
dc.formatapplication/pdf
dc.languageen
dc.publisherNew Zealand Society for Earthquake Engineeringen
dc.relationhttps://bulletin.nzsee.org.nz/article/view/1680/1484
dc.rightsCopyright (c) 2024 Rajesh Dhakalen
dc.rightshttps://creativecommons.org/licenses/by/4.0en
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol. 57 No. 1 (2024); 1-17en
dc.source2324-1543
dc.source1174-9857
dc.titleSeismic design of buildings: Where to next?en
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeEditorialen


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