{"@context":{"@vocab":"https://cir.nii.ac.jp/schema/1.0/","rdfs":"http://www.w3.org/2000/01/rdf-schema#","dc":"http://purl.org/dc/elements/1.1/","dcterms":"http://purl.org/dc/terms/","foaf":"http://xmlns.com/foaf/0.1/","prism":"http://prismstandard.org/namespaces/basic/2.0/","cinii":"http://ci.nii.ac.jp/ns/1.0/","datacite":"https://schema.datacite.org/meta/kernel-4/","ndl":"http://ndl.go.jp/dcndl/terms/","jpcoar":"https://github.com/JPCOAR/schema/blob/master/2.0/"},"@id":"https://cir.nii.ac.jp/crid/1363388846196552832.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1785/bssa0890010317"}},{"identifier":{"@type":"URI","@value":"https://pubs.geoscienceworld.org/ssa/bssa/article-pdf/89/1/317/5270689/bssa0890010317.pdf"}}],"dc:title":[{"@value":"Basin waves on a seafloor recording of the 1990 Upland, California, earthquake: Implications for ground motions from a larger earthquake"}],"description":[{"type":"abstract","notation":[{"@value":"<jats:title>Abstract</jats:title><jats:p>The velocity and displacement time series from a recording on the seafloor at 74 km from the 1990 Upland earthquake (M = 5.6) are dominated by late-arriving waves with periods of 6 to 7 sec. These waves are probably surface waves traveling across the Los Angeles basin. Response spectra for the recording are in agreement with predictions from empirical regression equations and theoretical models for periods less than about 1 sec but are significantly larger than those predictions for longer periods. The longer-period spectral amplitudes are controlled by the late-arriving waves, which are not included in the theoretical models and are underrepresented in the data used in the empirical analyses. When the motions are scaled to larger magnitude, the results are in general agreement with simulations of wave propagation in the Los Angeles basin by Graves (1998).</jats:p>"}]}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1383388846196552832","@type":"Researcher","foaf:name":[{"@value":"David M. Boore"}],"jpcoar:affiliationName":[{"@value":"U.S. Geological Survey 345 Middlefield Road Menlo Park, California 94025 dboore@isdmnl.wr.usgs.gov"}]}],"publication":{"publicationIdentifier":[{"@type":"EISSN","@value":"19433573"},{"@type":"PISSN","@value":"00371106"}],"prism:publicationName":[{"@value":"Bulletin of the Seismological Society of America"}],"dc:publisher":[{"@value":"Seismological Society of America (SSA)"}],"prism:publicationDate":"1999-02-01","prism:volume":"89","prism:number":"1","prism:startingPage":"317","prism:endingPage":"324"},"reviewed":"false","url":[{"@id":"https://pubs.geoscienceworld.org/ssa/bssa/article-pdf/89/1/317/5270689/bssa0890010317.pdf"}],"createdAt":"2021-04-02","modifiedAt":"2023-11-01","relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1360846641787236352","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Long-period ocean-bottom motions in the source areas of large subduction earthquakes"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680579420800","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A METHOD OF CONDUCTING MODEL EXPERIMENTS ON WAVE PROPAGATION PHENOMENA CAUSED BY IRREGULAR GROUND"},{"@language":"ja","@value":"地盤の不整形性に起因する波動現象に対する一模型実験法"},{"@language":"ja-Kana","@value":"ジバン ノ フセイケイセイ ニ キイン スル ハドウ ゲンショウ ニ タイスル イチ モケイ ジッケンホウ"}]},{"@id":"https://cir.nii.ac.jp/crid/2050025942148523904","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Long-period ground motion simulation using centroid moment tensor inversion solutions based on the regional three-dimensional model in the Kanto region, Japan"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1785/bssa0890010317"},{"@type":"CROSSREF","@value":"10.1186/s40623-020-01348-2_references_DOI_9dbmvnMX45SF8xcf1Jxr5LUJHbn"},{"@type":"CROSSREF","@value":"10.1038/srep16648_references_DOI_9dbmvnMX45SF8xcf1Jxr5LUJHbn"},{"@type":"CROSSREF","@value":"10.2208/jscej.2001.682_71_references_DOI_9dbmvnMX45SF8xcf1Jxr5LUJHbn"}]}