{"created":"2023-06-19T10:27:07.342360+00:00","id":5960,"links":{},"metadata":{"_buckets":{"deposit":"01f4867a-8698-43a3-b012-cac29c058c9f"},"_deposit":{"created_by":18,"id":"5960","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5960"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00005960","sets":["216:278","46"]},"author_link":["45957","45958","9852"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2001-08","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"404","bibliographicPageStart":"397","bibliographicVolumeNumber":"4","bibliographic_titles":[{"bibliographic_title":"応用力学論文集","bibliographic_titleLang":"ja"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In order to clarify analytically mechanical behavior of sand ground-structure system under cyclic central or eccentric loading condition, a series of FEM analysis and model test were performed. In this study, a technique of analysis for lateral deformation of sand deposits is proposed. The characteristics of elastic modulus of ground were detailedly investigated in advance and were quantifed. The results obtained from this analysis, which is based on the change in rigidity of ground, are also compared with those of the model test. It was found that the behaviors of settlement and lateral flow deformation can be simulated by means of FEM analysis with changes in the elastic modulus of ground.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_79_link_17":{"attribute_name":"出版者版へのリンク","attribute_value_mlt":[{"subitem_link_text":"10.2208/journalam.4.397","subitem_link_url":"https://doi.org/10.2208/journalam.4.397"}]},"item_79_link_5":{"attribute_name":"室蘭工業大学研究者データベースへのリンク","attribute_value_mlt":[{"subitem_link_text":"川村 志麻（KAWAMURA Shima）","subitem_link_url":"http://rdsoran.muroran-it.ac.jp/html/100000176_ja.html"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_79_relation_15":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"130004091360","subitem_relation_type_select":"NAID"}}]},"item_79_relation_18":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.2208/journalam.4.397","subitem_relation_type_select":"DOI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2001 土木学会　ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、土木学会の承諾が必要です。","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"13459139","subitem_source_identifier_type":"PISSN"}]},"item_79_source_id_14":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA11311063","subitem_source_identifier_type":"NCID"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"510","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open 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Shima","creatorNameLang":"en"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":""}],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"三浦,  清一","creatorNameLang":"ja"},{"creatorName":"MIURA, Seiichi","creatorNameLang":"en"},{"creatorName":"ミウラ, セイイチ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-02-15"}],"displaytype":"detail","filename":"JAM4_397_2001.pdf","filesize":[{"value":"1.6 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Loading","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","278"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-03-22"},"publish_date":"2012-03-22","publish_status":"0","recid":"5960","relation_version_is_last":true,"title":["地盤の剛性変化を考慮した構造物・地盤系の側方流動変形解析"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-11-01T04:13:38.514157+00:00"}