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A Geotechnical Perspective on the 1.5 CALS Scaling Factor: Why Site-Response Analysis Is Not the Solution

dc.contributor.authorFauzi, Usama
dc.date.accessioned2026-10-09T03:51:14Z
dc.date.available2026-10-09T03:51:14Z
dc.date.issued2026-04-15
dc.identifier.urihttps://repo.nzsee.org.nz/xmlui/handle/nzsee/2961
dc.language.isoen
dc.publisherNew Zealand Society for Earthquake Engineering
dc.relation.ispartofseries2026;371
dc.subjectGeotechnical Engineering
dc.subjectsite response analysis, PSHA, fragility curve
dc.titleA Geotechnical Perspective on the 1.5 CALS Scaling Factor: Why Site-Response Analysis Is Not the Solution
dc.typeArticle


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