{"created":"2023-07-27T06:25:39.598877+00:00","id":9047,"links":{},"metadata":{"_buckets":{"deposit":"6c1da46e-e0e2-43ba-b1af-1ee88b804432"},"_deposit":{"created_by":3,"id":"9047","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"9047"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00009047","sets":["934:935:936"]},"author_link":["12869","28"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2013-01-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"4","bibliographicPageEnd":"I_472","bibliographicPageStart":"I_464","bibliographicVolumeNumber":"69","bibliographic_titles":[{"bibliographic_title":"土木学会論文集A1（構造・地震工学）= JSCE Journal of Earthquake Engineering"}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"High damage ratios of embedded pipes are seen in microtopography boundaries in a microtopography classification map. Moreover, the past studies have revealed that ground with high non-uniformity is vulnerable to earthquakes. Therefore, it has become necessary to examine earthquake-proofing performance of embedded pipes for which non-uniformity (area where ground constitutions and hardness and softness vary) of ground is considered. The non-uniformity coefficient is defined in \"the seismic methods 2009 edition guideline description waterworks\". For this non-uniformity coefficient, the authors calculated ground strain by static and dynamic analyses based on types and boundary conditions of microtopography using data of water pipes damaged by Niigata Chuetsu Earthquake in 2004 and Niigata Chuetsu Offshore Earthquake in 2007, a microtopography classification map and ground data. Their results were compared and the non-uniformity coefficient for which types and boundary conditions of microtopography were considered was examined. 埋設管の被害は微地形分類図における微地形境界部に多く，また，過去の研究等でも地盤の不均一性（地盤構成や硬軟の変化域）が高い位置で管路被害が集中することがわかっている．したがって，地盤の不均一性を考慮した埋設管の耐震検討を行うことが必要となっている．水道施設耐震工法指針・解析2009年度版においても不均一度係数が定められており，この不均一度係数について，平成16年新潟県中越地震および平成19年新潟県中越沖地震による水道管の被害データ，微地形の種類，境界条件を踏まえ，微地形分類図，地盤データを用いて，静的解析および動的解析による地盤歪み算定した．この結果を比較し，微地形の種類と境界条件を考慮した不均一度係数の検討を行った．","subitem_description_type":"Abstract"}]},"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.69.I_464","subitem_relation_type_select":"DOI"}}]},"item_4_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"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_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 © Japan Society of Civil Engineers 土木学会"}]},"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":"七郎丸, 一孝"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"宮島, 昌克"}],"nameIdentifiers":[{},{},{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-10-03"}],"displaytype":"detail","filename":"TE-PR-MIYAJIMA-M-464.pdf","filesize":[{"value":"4.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"TE-PR-MIYAJIMA-M-464.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/9047/files/TE-PR-MIYAJIMA-M-464.pdf"},"version_id":"d14031e4-9ed6-470c-915e-06276895268f"}]},"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":"水道管の耐震検討における微地形分類の種類や境界条件を考慮した地盤の不均一度係数","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"水道管の耐震検討における微地形分類の種類や境界条件を考慮した地盤の不均一度係数"},{"subitem_title":"Study on non-uniformity coefficient of grounds for examining seismic performance of water pipes in consideration of the boundary conditions in microtopography classifications","subitem_title_language":"en"}]},"item_type_id":"4","owner":"3","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"9047","relation_version_is_last":true,"title":["水道管の耐震検討における微地形分類の種類や境界条件を考慮した地盤の不均一度係数"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-07-28T01:59:54.329647+00:00"}