{"created":"2023-07-27T06:59:18.797415+00:00","id":58776,"links":{},"metadata":{"_buckets":{"deposit":"e76effcd-6607-476c-bd97-196f6ab3fefe"},"_deposit":{"created_by":18,"id":"58776","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"58776"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00058776","sets":["934:935:936"]},"author_link":["103491","103119","99244","69332","103121"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2021-07-21","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"4","bibliographicPageEnd":"I_242","bibliographicPageStart":"I_229","bibliographicVolumeNumber":"77","bibliographic_titles":[{"bibliographic_title":"土木学会論文集A1（構造・地震工学）"},{"bibliographic_title":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","bibliographic_titleLang":"en"}]}]},"item_4_creator_33":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Morimoto, Koichi"}],"nameIdentifiers":[{"nameIdentifier":"99244","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Miyajima, Masakatsu"}],"nameIdentifiers":[{"nameIdentifier":"69332","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"70143881","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=70143881"},{"nameIdentifier":"70143881","nameIdentifierScheme":"金沢大学研究者情報","nameIdentifierURI":"http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=70143881"},{"nameIdentifier":"70143881","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000070143881"}]},{"creatorNames":[{"creatorName":"Imagawa, Masato"}],"nameIdentifiers":[{"nameIdentifier":"103491","nameIdentifierScheme":"WEKO"}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"国内で発生した大規模地盤変状は，埋設された水道管に大きな被害を及ぼしてきた．耐震継手ダクタイル鉄管は大規模な地盤変状を受けても管路機能を維持した実績があるが，事例数は限られる．地盤変状は液状化や盛土崩壊といったタイプ別に分類され，実施される埋設管の地盤変状対策もタイプ別に異なる．耐震継手ダクタイル鉄管であれば，複数継手が伸縮，屈曲し地盤変状に追従することが地盤変状後の管路挙動調査等により確認されているため，異なるタイプの地盤変状を受けても管路挙動は同様の傾向となる可能性が高い．ただし，管路挙動を基に地盤変状を比較した研究は数少ない．本研究では，数値解析により地盤変状を受けた管路の挙動を予測し，予測結果より従来は異なるタイプとして分類される地盤変状事例を同一の分類で扱うことが可能か検討した．","subitem_description_type":"Abstract"},{"subitem_description":"In Japan, earthquake or heavy rain have caused large-scale ground deformation. Therefore, buried water pipelines were damaged seriously. Seismic type ductile iron pipes have not been damaged and have passed water after large-scale ground deformation, because those joints have extension and contraction function, bend performance, and separation preventing performance. But there were few cases that seismic type pipelines were buried at the sites occurring large ground deformations. Ground deformations have been classified by type, such as liquefaction, embankment failure. And different type of countermeasures for ground deformation have been implemented for buried pipes. The pipeline behavior influenced by different type of ground deformation may show similar behavior, because the researches of behavior of pipeline influenced by ground deformations and the test to confirm behavior of pipeline influenced by ground deformations showed that some joints of seismic type pipeline extend, contract, or bend by following ground deformations. However, there are few study cases to compare the ground deformations by using the behavior of seismic type pipeline, without classification by type. In this study, we analyze the behavior of seismic type pipeline influenced by ground deformation, and consider whether it is possible to deal with different type cases of ground deformation as the same classification.","subitem_description_type":"Abstract"}]},"item_4_description_5":{"attribute_name":"提供者所属","attribute_value_mlt":[{"subitem_description":"金沢大学理工研究域地球社会基盤学系","subitem_description_type":"Other"}]},"item_4_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00065044","subitem_identifier_reg_type":"JaLC"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会 Japan Society of Civil Engineers"}]},"item_4_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.2208/jscejseee.77.4_I_229","subitem_relation_type_select":"DOI"}}]},"item_4_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"https://www.jstage.jst.go.jp/browse/jscejseee/-char/ja"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/browse/jscejseee/-char/ja","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"http://www.jsce.or.jp/"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://www.jsce.or.jp/","subitem_relation_type_select":"URI"}}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright © 土木学会 Japan Society of Civil Engineers"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2185-4653","subitem_source_identifier_type":"ISSN"}]},"item_4_version_type_25":{"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_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"森本, 皓一"}],"nameIdentifiers":[{"nameIdentifier":"103119","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"宮島, 昌克"}],"nameIdentifiers":[{"nameIdentifier":"69332","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"70143881","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=70143881"},{"nameIdentifier":"70143881","nameIdentifierScheme":"金沢大学研究者情報","nameIdentifierURI":"http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=70143881"},{"nameIdentifier":"70143881","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000070143881"}]},{"creatorNames":[{"creatorName":"今川, 暢人"}],"nameIdentifiers":[{"nameIdentifier":"103121","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2022-07-22"}],"displaytype":"detail","filename":"TE-PR-MIYAJIMA-M-77_I_229.pdf","filesize":[{"value":"1.1 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MIYAJIMA-M-77_I_229.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/58776/files/TE-PR-MIYAJIMA-M-77_I_229.pdf"},"version_id":"3a681513-ae8f-4926-aa33-ccc1c492a356"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"国内で発生した地盤変状が耐震継手ダクタイル鉄管の挙動に及ぼす影響分析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"国内で発生した地盤変状が耐震継手ダクタイル鉄管の挙動に及ぼす影響分析"},{"subitem_title":"Analysis on behavior of seismic type ductile iron pipes influenced by ground deformation occurred in Japan","subitem_title_language":"en"}]},"item_type_id":"4","owner":"18","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-07-22"},"publish_date":"2022-07-22","publish_status":"0","recid":"58776","relation_version_is_last":true,"title":["国内で発生した地盤変状が耐震継手ダクタイル鉄管の挙動に及ぼす影響分析"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-06-20T06:46:59.251665+00:00"}