{"@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/1362262943676500736.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1785/0120060255"}},{"identifier":{"@type":"URI","@value":"https://syndication.highwire.org/content/doi/10.1785/0120060255"}}],"dc:title":[{"@value":"Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1380004231143728518","@type":"Researcher","foaf:name":[{"@value":"J. W. Baker"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"00371106"}],"prism:publicationName":[{"@value":"Bulletin of the Seismological Society of America"}],"dc:publisher":[{"@value":"Seismological Society of America (SSA)"}],"prism:publicationDate":"2007-10-01","prism:volume":"97","prism:number":"5","prism:startingPage":"1486","prism:endingPage":"1501"},"reviewed":"false","url":[{"@id":"https://syndication.highwire.org/content/doi/10.1785/0120060255"}],"createdAt":"2007-10-15","modifiedAt":"2017-11-03","relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1050856660844296320","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Pseudo-double impulse for simulating critical response of elastic-plastic MDOF model under near-fault earthquake ground motion"}]},{"@id":"https://cir.nii.ac.jp/crid/1050869456408682240","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Strong ground motion in the Kathmandu Valley during the 2015 Gorkha, Nepal, earthquake"}]},{"@id":"https://cir.nii.ac.jp/crid/1360004231143728384","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Mechanisms for Generation of Near-Fault Ground Motion Pulses for Dip-Slip Faulting"}]},{"@id":"https://cir.nii.ac.jp/crid/1360021390554549376","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"The influence of pulse-like ground motion caused by the directivity effect on landslide triggering"}]},{"@id":"https://cir.nii.ac.jp/crid/1360294643709970304","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Accuracy of Near-Fault Fling-Step Displacements Estimated Using the Discrete Wavenumber Method"}]},{"@id":"https://cir.nii.ac.jp/crid/1360580232403351808","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Closed-form critical response of elastic-plastic shear building with viscous damper under pseudo-double impulse for simulating resonant response under near-fault fling-step motion"}]},{"@id":"https://cir.nii.ac.jp/crid/1360588380604428288","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Generative Adversarial Networks-Based Ground-Motion Model for Crustal Earthquakes in Japan Considering Detailed Site Conditions"}]},{"@id":"https://cir.nii.ac.jp/crid/1360853567833265920","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"A possible mechanism of earthquake-induced landslides focusing on pulse-like ground motions"}]},{"@id":"https://cir.nii.ac.jp/crid/1360861288766554496","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Fundamental study on probabilistic generative modeling of earthquake ground motion time histories using generative adversarial networks"}]},{"@id":"https://cir.nii.ac.jp/crid/1361134273551630208","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Extraction method using sinusoidal waves to simplify earthquake ground motion"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205604087680","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"地震動の経時特性および周期特性を考慮した同調質量ダンパーの応答指定型設計法"},{"@language":"en","@value":"PERFORMANCE-BASED DESIGN OF TUNED MASS DAMPER MOUNTED ON ROOFTOP OF BUILDINGS CONSIDERING TYPE OF SEISMIC GROUND MOTIONS"},{"@language":"ja-Kana","@value":"ジシンドウ ノ ケイジ トクセイ オヨビ シュウキ トクセイ オ コウリョ シタ ドウチョウ シツリョウ ダンパー ノ オウトウ シテイガタ セッケイホウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205604786432","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"地震動を単純化するための正弦波形抽出方法"},{"@language":"en","@value":"EXTRACTION METHOD OF SINUSOIDAL WAVES FROM EARTHQUAKE GROUND MOTION TO SIMPLIFY THE MOTION"},{"@language":"ja-Kana","@value":"ジシンドウ オ タンジュンカ スル タメ ノ セイゲン ハケイ チュウシュツ ホウホウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205605149824","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"DESIGN RESPONSE SPECTRA FOR PULSE-LIKE GROUND MOTIONS"},{"@value":"断層近傍のパルス性地震動特性を考慮した設計用応答スペクトル"},{"@language":"ja-Kana","@value":"ダンソウ キンボウ ノ パルスセイ ジシン ドウトクセイ オ コウリョ シタ セッケイヨウ オウトウ スペクトル"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205669865472","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"ウェーブレットを利用した地震動の永久変位推定と単純化"},{"@language":"en","@value":"PERMANENT DISPLACEMENT ESTIMATION AND SIMPLIFICATION OF SEISMIC GROUND MOTION USING WAVELETS"},{"@language":"ja-Kana","@value":"ウェーブレット オ リヨウ シタ ジシンドウ ノ エイキュウ ヘンイ スイテイ ト タンジュンカ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001288036632704","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"2016年熊本地震における地震動特性と木造住宅の倒壊率の関係"},{"@language":"en","@value":"Relationship between Characteristics of Ground Motions and Ratio of Collapsed Wooden Houses in the 2016 Kumamoto Earthquake"}]},{"@id":"https://cir.nii.ac.jp/crid/1390289225021861632","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A CHARACTERIZATION METHOD FOR PULSE-LIKE GROUND MOTIONS CONSIDERING PHASE"},{"@language":"ja","@value":"位相を考慮したパルス性地震動の特性化方法の提案"}]},{"@id":"https://cir.nii.ac.jp/crid/1390300533228462336","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Rigid and flexible slope under near-fault pulse ground motions: acceleration records versus synthetic wavelets"}]},{"@id":"https://cir.nii.ac.jp/crid/1390300533228518912","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Seismic displacement as an acceleration couple: a beam analog in earthquake engineering"}]},{"@id":"https://cir.nii.ac.jp/crid/1390300533228673152","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"The influence of pulse-like ground motion on landslide triggering during the 2016 M<sub>w</sub> 7.1 Kumamoto earthquake"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1785/0120060255"},{"@type":"CROSSREF","@value":"10.1186/s40623-016-0383-7_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.1007/s00024-017-1540-z_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-2-02_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-42-04_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.1007/s10064-023-03514-8_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.1785/0120190257_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.1016/j.soildyn.2021.106887_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.3389/fbuil.2022.964867_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.1785/0120240070_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.3130/aijs.75.49_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.3130/aijs.86.1135_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.1007/s10346-020-01597-y_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.5610/jaee.18.2_147_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.1002/2475-8876.12392_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.3208/jgssp.v10.os-18-04_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.1002/2475-8876.12035_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.3130/aijs.81.2057_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.3130/aijs.82.1547_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"},{"@type":"CROSSREF","@value":"10.3130/aijs.81.1435_references_DOI_B2a111xk0jvHWVqgo0fcgV95uim"}]}