{"@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/1361418519047199232.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1016/s0013-7952(99)00139-8"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0013795299001398?httpAccept=text/xml"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0013795299001398?httpAccept=text/plain"}},{"identifier":{"@type":"DOI","@value":"10.1016/s0165-1250(00)80013-9"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0165125000800139?httpAccept=text/xml"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0165125000800139?httpAccept=text/plain"}},{"identifier":{"@type":"HANDLE","@value":"2433/7437"}},{"identifier":{"@type":"NAID","@value":"80011577690"}},{"identifier":{"@type":"NAID","@value":"30008854091"}}],"dc:title":[{"@value":"Time-dependent ground motion amplification characteristics at reclaimed land after the 1995 Hyogoken Nambu Earthquake"}],"description":[{"notation":[{"@value":"Two sets of borehole array records obtained from the Great Hanshin Earthquake, as well as its fore and after shocks, are investigated. One of the stations is located at Port Island in Kobe City, where severe liquefaction occurred and the records from the main event include the typical phenomena of liquefaction. The other station is located at Rokko Island in Kobe City, where the liquefaction phenomenon was not predominant as it was at Port Island. The non-linear ground motion amplification, depending on the level of input ground motion as well as its spectral characteristics, is carefully investigated. Two numerical techniques for seismic response ground analysis are applied for these stations: one is the frequency-dependent equivalent linearization technique for frequency domain analysis, and the other is the effective stress-based liquefaction analysis. The discussion is focused on the amplification characteristics of these two reclaimed lands, depending on their reclamation history. The time-dependent amplification ratio for peak ground motion and spectral contents is demonstrated, caused by the recovery of soil rigidity due to the decrease in excess pore water pressure after the main event."}]}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1030003658313943043","@type":"Researcher","personIdentifier":[{"@type":"KAKEN_RESEARCHERS","@value":"60115863"},{"@type":"NRID","@value":"1000060115863"},{"@type":"NRID","@value":"9000004148744"},{"@type":"NRID","@value":"9000023600762"},{"@type":"NRID","@value":"9000365510424"},{"@type":"NRID","@value":"9000254330216"},{"@type":"NRID","@value":"9000023618273"},{"@type":"NRID","@value":"9000254793977"},{"@type":"NRID","@value":"9000023590589"},{"@type":"NRID","@value":"9000020097208"},{"@type":"NRID","@value":"9000365510579"},{"@type":"NRID","@value":"9000256841788"},{"@type":"NRID","@value":"9000258263642"},{"@type":"NRID","@value":"9000254330738"},{"@type":"NRID","@value":"9000256453026"},{"@type":"NRID","@value":"9000254305420"},{"@type":"NRID","@value":"9000254808806"},{"@type":"NRID","@value":"9000256454477"},{"@type":"NRID","@value":"9000256836634"},{"@type":"NRID","@value":"9000256842455"},{"@type":"NRID","@value":"9000258262560"},{"@type":"NRID","@value":"9000005769863"},{"@type":"NRID","@value":"9000023762637"},{"@type":"NRID","@value":"9000023377455"},{"@type":"NRID","@value":"9000254795337"},{"@type":"NRID","@value":"9000023593977"},{"@type":"NRID","@value":"9000257908641"},{"@type":"NRID","@value":"9000256842358"},{"@type":"NRID","@value":"9000023610053"},{"@type":"NRID","@value":"9000365510432"},{"@type":"NRID","@value":"9000254330300"},{"@type":"NRID","@value":"9000254807293"},{"@type":"NRID","@value":"9000365518497"},{"@type":"NRID","@value":"9000254330542"},{"@type":"NRID","@value":"9000254330695"},{"@type":"NRID","@value":"9000256456223"},{"@type":"NRID","@value":"9000256454564"},{"@type":"NRID","@value":"9000256454058"},{"@type":"NRID","@value":"9000256455484"},{"@type":"NRID","@value":"9000256842464"},{"@type":"NRID","@value":"9000258506170"},{"@type":"NRID","@value":"9000283637547"},{"@type":"NRID","@value":"9000254793839"},{"@type":"NRID","@value":"9000254828742"},{"@type":"NRID","@value":"9000254330948"},{"@type":"NRID","@value":"9000254309898"},{"@type":"NRID","@value":"9000256841871"},{"@type":"NRID","@value":"9000258264074"},{"@type":"NRID","@value":"9000009961053"},{"@type":"NRID","@value":"9000409027881"},{"@type":"NRID","@value":"9000256455221"},{"@type":"NRID","@value":"9000256455228"},{"@type":"NRID","@value":"9000259833079"},{"@type":"NRID","@value":"9000256842349"},{"@type":"NRID","@value":"9000283637590"},{"@type":"NRID","@value":"9000404001059"},{"@type":"NRID","@value":"9000254607017"},{"@type":"NRID","@value":"9000365510525"},{"@type":"NRID","@value":"9000254794404"},{"@type":"NRID","@value":"9000254829709"},{"@type":"NRID","@value":"9000256455194"},{"@type":"NRID","@value":"9000256455079"},{"@type":"NRID","@value":"9000005760311"},{"@type":"NRID","@value":"9000014591575"},{"@type":"NRID","@value":"9000365518488"},{"@type":"NRID","@value":"9000365510783"},{"@type":"NRID","@value":"9000365514638"},{"@type":"NRID","@value":"9000254330017"},{"@type":"NRID","@value":"9000254313896"},{"@type":"NRID","@value":"9000256456008"},{"@type":"NRID","@value":"9000256454206"},{"@type":"NRID","@value":"9000254829763"},{"@type":"NRID","@value":"9000254830684"},{"@type":"NRID","@value":"9000023729620"},{"@type":"NRID","@value":"9000365510770"},{"@type":"NRID","@value":"9000254331275"},{"@type":"NRID","@value":"9000254806185"},{"@type":"NRID","@value":"9000254308741"},{"@type":"NRID","@value":"9000256841650"},{"@type":"NRID","@value":"9000010258622"},{"@type":"RESEARCHMAP","@value":"https://researchmap.jp/read0045923"}],"foaf:name":[{"@value":"M. Sugito"}]},{"@id":"https://cir.nii.ac.jp/crid/1381418519047199361","@type":"Researcher","foaf:name":[{"@value":"F. Oka"}]},{"@id":"https://cir.nii.ac.jp/crid/1381418519047199362","@type":"Researcher","foaf:name":[{"@value":"A. Yashima"}]},{"@id":"https://cir.nii.ac.jp/crid/1381418519047199360","@type":"Researcher","foaf:name":[{"@value":"Y. Furumoto"}]},{"@id":"https://cir.nii.ac.jp/crid/1381418519047199232","@type":"Researcher","foaf:name":[{"@value":"K. Yamada"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"00137952"},{"@type":"PISSN","@value":"01651250"},{"@type":"ISBN","@value":"9780444505057"},{"@type":"NCID","@value":"AA00635799"}],"prism:publicationName":[{"@value":"Engineering Geology"}],"dc:publisher":[{"@value":"Elsevier BV"}],"prism:publicationDate":"2000-04","prism:volume":"56","prism:number":"1-2","prism:startingPage":"137","prism:endingPage":"150"},"reviewed":"false","dc:rights":["https://www.elsevier.com/tdm/userlicense/1.0/"],"url":[{"@id":"https://api.elsevier.com/content/article/PII:S0013795299001398?httpAccept=text/xml"},{"@id":"https://api.elsevier.com/content/article/PII:S0013795299001398?httpAccept=text/plain"},{"@id":"https://api.elsevier.com/content/article/PII:S0165125000800139?httpAccept=text/xml"},{"@id":"https://api.elsevier.com/content/article/PII:S0165125000800139?httpAccept=text/plain"}],"createdAt":"2002-07-26","modifiedAt":"2019-04-14","foaf:topic":[{"@id":"https://cir.nii.ac.jp/all?q=array%20observation","dc:title":"array observation"},{"@id":"https://cir.nii.ac.jp/all?q=liquefaction","dc:title":"liquefaction"},{"@id":"https://cir.nii.ac.jp/all?q=non-linear%20ground%20motion%20amplification","dc:title":"non-linear ground motion amplification"},{"@id":"https://cir.nii.ac.jp/all?q=reclaimed%20land","dc:title":"reclaimed land"},{"@id":"https://cir.nii.ac.jp/all?q=borehole%20records","dc:title":"borehole records"}],"relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1050001335851881600","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Recovery process of shear wave velocities of volcanic soil in central Mashiki Town after the 2016 Kumamoto earthquake revealed by intermittent measurements of microtremor"},{"@value":"RETRACTED ARTICLE: Recovery process of shear wave velocities of volcanic soil in central Mashiki Town after the 2016 Kumamoto earthquake revealed by intermittent measurements of microtremor"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205601375744","@type":"Article","relationType":["isReferencedBy","isCitedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"ON-LINE TEST OF THE SEISMIC RESPONSE AT KOBE ARTIFICIAL ISLAND"},{"@language":"ja","@value":"神戸沖合人工島地盤のオンライン地震応答実験"},{"@language":"ja-Kana","@value":"コウベ オキアイ ジンコウトウ ジバン ノ オンライン ジシン オウトウ ジッケン"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205602503296","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy","isCitedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"INFLUENCE OF DIFFERENT CONSOLIDATED HISTORY OF ALLUVIAL CLAY ON THE CHARACTERISTIC OF LIQUEFACTION IN RECLAIMED GROUND"},{"@language":"ja","@value":"埋立層直下の粘土層の圧密進行度が人工島液状化特性に及ぼす影響"},{"@language":"ja-Kana","@value":"ウメタテソウ チョッカ ノ ネンドソウ ノ アツミツシンコウド ガ ジンコウトウ エキジョウカ トクセイ ニ オヨボス エイキョウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1520009409228875520","@type":"Article","relationType":["isCitedBy"],"jpcoar:relatedTitle":[{"@value":"Effects of the Stiffness of Soft Clay Layer on Strong Motion Response"},{"@language":"ja-Kana","@value":"Effects of the Stiffness of Soft Clay Layer on Strong Motion Response"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1016/s0013-7952(99)00139-8"},{"@type":"CROSSREF","@value":"10.1016/s0165-1250(00)80013-9"},{"@type":"CIA","@value":"30008854091"},{"@type":"CIA","@value":"80011577690"},{"@type":"OPENAIRE","@value":"doi_dedup___::4a5b0e2e2489d46d78ef0616b746ee8e"},{"@type":"CROSSREF","@value":"10.2208/jscej.2002.701_181_references_DOI_a77BDgDliK1hvrdMVTcsp32U1ma"},{"@type":"CROSSREF","@value":"10.2208/jscej.2003.729_15_references_DOI_a77BDgDliK1hvrdMVTcsp32U1ma"},{"@type":"CROSSREF","@value":"10.1186/s40623-017-0657-8_references_DOI_YTR2vDJ9DmrfL406tAl0AQOdaOX"}]}