{"created":"2023-07-27T06:59:19.202207+00:00","id":58790,"links":{},"metadata":{"_buckets":{"deposit":"cf92265d-c7ce-475f-a72d-1b3a678fd08a"},"_deposit":{"created_by":18,"id":"58790","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"58790"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00058790","sets":["934:935:936"]},"author_link":["103187","69332","104016","59721"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2015","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"4","bibliographicPageEnd":"I_217","bibliographicPageStart":"I_210","bibliographicVolumeNumber":"71","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":"Kaneko, Shogo"}],"nameIdentifiers":[{"nameIdentifier":"104016","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"}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"内陸の活断層を震源とする地震では，地表面の地盤に大きなずれが生じることがある．このため，断層横断部に管路を布設する場合，慎重に設計する必要がある．しかし，断層が動いた時，断層横断部に埋設された耐震継手ダクタイル鉄管がどのように挙動するかを詳細に研究した事例は少なく，その設計方法は確立されていない．\n　そこで本研究では，断層横断部の耐震継手ダクタイル鉄管の挙動解析を行い，管路挙動を詳細に分析した．さらにその分析結果をもとに，管路挙動推定式を立案し，断層横断部の管路の安全性の評価を試みた．","subitem_description_type":"Abstract"},{"subitem_description":"If an earthquake occurs inland, a gap of a fault may appear at ground surface and it may reach several meters. Therefore, water pipelines across a fault must be designed carefully. However, the design method of ductile iron pipes with earthquake resistant joint buried across a fault is not established. In this study, we analyzed the behavior of ductile iron pipes with earthquake resistant joints buried across a fault and studied the behavior of joints every dip of a fault. In addition, based on the analysis, we clarified the availability of an estimate method of behavior of ductile iron pipeline with earthquake resistant joints buried across a fault.","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":"10.24517/00065058","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.71.I_210","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":"金子, 正吾"}],"nameIdentifiers":[{"nameIdentifier":"59721","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"宮島, 昌克"}],"nameIdentifiers":[{"nameIdentifier":"103187","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"70143881","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=70143881"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2022-02-03"}],"displaytype":"detail","filename":"TE-PR-MIYAJIMA-M-71_I_210.pdf","filesize":[{"value":"1.2 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MIYAJIMA-M-71_I_210.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/58790/files/TE-PR-MIYAJIMA-M-71_I_210.pdf"},"version_id":"ba62a385-205c-4508-92a2-353685e4d985"}]},"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":"断層横断部の耐震継手ダクタイル鉄管の挙動推定方法の研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"断層横断部の耐震継手ダクタイル鉄管の挙動推定方法の研究"},{"subitem_title":"Study of an estimate method of the behavior of ductile iron pipeline with earthquake resistant joints buried across a fault","subitem_title_language":"en"}]},"item_type_id":"4","owner":"18","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-02-03"},"publish_date":"2022-02-03","publish_status":"0","recid":"58790","relation_version_is_last":true,"title":["断層横断部の耐震継手ダクタイル鉄管の挙動推定方法の研究"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-06-20T06:11:20.847789+00:00"}