Combining observed linear basin amplification factors with 1D nonlinear site-response analyses to predict site response for strong ground motions: application to Wellington, New Zealand

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dc.contributor.authorde la Torre, Christopher
dc.contributor.authorBradley, Brendon
dc.contributor.authorKuncar F
dc.contributor.authorLee, Robin
dc.contributor.authorWotherspoon, L.M.
dc.contributor.authorKaiser, A.E.
dc.date.accessioned2023-08-10T01:33:27Z
dc.date.available2023-08-10T01:33:27Z
dc.date.issued2022en
dc.date.updated2023-05-31T07:38:23Z
dc.identifier.citationDe La Torre C, Bradley B, Kuncar F, Lee R, Wotherspoon L, Kaiser A (2022). Combining observed linear basin amplification factors with 1D nonlinear site-response analyses to predict site response for strong ground motions: application to Wellington, New Zealand. GNS Science Report 2022/37. September 2022.en
dc.identifier.doihttp://doi.org/10.21420/0XB3-0266
dc.identifier.urihttps://hdl.handle.net/10092/105950
dc.language.isoenen
dc.relation.ispartofseriesGNS Science Report; 2022/37
dc.rightsAll rights reserved unless otherwise stateden
dc.rights.urihttp://hdl.handle.net/10092/17651en
dc.subjectsite effects
dc.subjectbasin effects
dc.subjectnonlinear site response
dc.subjectsite amplification
dc.subjectground-motion prediction
dc.subject.anzsrc37 - Earth sciences::3706 - Geophysics::370609 - Seismology and seismic exploration
dc.subject.anzsrc40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineering
dc.titleCombining observed linear basin amplification factors with 1D nonlinear site-response analyses to predict site response for strong ground motions: application to Wellington, New Zealanden
dc.typeReportsen
uc.collegeFaculty of Engineering
uc.departmentCivil and Natural Resources Engineering
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