{"created":"2023-06-20T16:34:07.768957+00:00","id":3219,"links":{},"metadata":{"_buckets":{"deposit":"69115eef-8075-4307-82c5-e50a20c0357a"},"_deposit":{"created_by":3,"id":"3219","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"3219"},"status":"published"},"_oai":{"id":"oai:kindai.repo.nii.ac.jp:00003219","sets":["14:2667:2685:2686","21:2669:2687:2688"]},"author_link":["3671","3670"],"item_8_alternative_title_3":{"attribute_name":"その他（別言語等）のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Allowable crack depth of concrete members suffered earthquake load"}]},"item_8_biblio_info_21":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2011-01-01","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"3","bibliographicPageStart":"1","bibliographic_titles":[{"bibliographic_title":"科学研究費補助金研究成果報告書 (2011. )"}]}]},"item_8_description_33":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"研究成果の概要（和文）：地震荷重をうけるコンクリート部材を対象に、地震後の残留ひび割れ幅を算定する手法を、実験的および解析的検討から考案し算定式としてまとめた。また、ひび割れ幅と鉄筋腐食の関連性について実験を行い、ひび割れ内部の塩化物イオン量および腐食程度とひび割れの関係について検討し、ひび割れ幅としては0.2mm程度が腐食程度の大小を決定する一つの目安となることを示した。研究成果の概要（英文）：The method to estimate residual crack width on concrete members suffered earthquake load was studied by experimental and analytical investigations and the calculation formula to calculate residual crack width was derived. By experimental study the relation between crack width on the surface of concrete member and degree of corrosion on steel bars , Cl- ion concentration are studied. 0.2mm more over crack width caused increasing Cl- ion concentration in the cracking surface of concrete and degree of corrosion of steel bars equipped in  concrete.","subitem_description_type":"Abstract"}]},"item_8_description_36":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"研究種目：基盤研究（C);  研究期間：2009年度～2011年度;   課題番号：21560590;   研究分野：建築構造;   科研費の分科・細目：構造・材料","subitem_description_type":"Other"}]},"item_8_description_37":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"Research Paper","subitem_description_type":"Other"}]},"item_8_description_41":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_8_publisher_14":{"attribute_name":"出版者 名前","attribute_value_mlt":[{"subitem_publisher":"近畿大学"}]},"item_8_relation_11":{"attribute_name":"著者 外部リンク","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"https://kaken.nii.ac.jp/d/r/40234215.ja.html"}]},{"subitem_relation_name":[{"subitem_relation_name_text":"https://kaken.nii.ac.jp/d/r/30029194.ja.html"}]}]},"item_8_text_10":{"attribute_name":"著者 役割","attribute_value_mlt":[{"subitem_text_value":"研究代表者"},{"subitem_text_value":"研究分担者"}]},"item_8_text_7":{"attribute_name":"著者(英)","attribute_value_mlt":[{"subitem_text_language":"en","subitem_text_value":"KISHIMOTO, ICHIZO"},{"subitem_text_language":"en","subitem_text_value":"ONO, YOSHITERU"}]},"item_8_text_8":{"attribute_name":"著者 所属","attribute_value_mlt":[{"subitem_text_value":"近畿大学建築学部; 教授"},{"subitem_text_value":"大阪大学先端科学イノベーションセンター; 特任教授"}]},"item_8_version_type_12":{"attribute_name":"版","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":"岸本,  一蔵"},{"creatorName":"キシモト, イチゾウ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"大野,  義照"},{"creatorName":"オオノ, ヨシテル","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-02-17"}],"displaytype":"detail","filename":"KAKEN_21560590seika.pdf","filesize":[{"value":"419.6 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KAKEN_21560590seika.pdf","url":"https://kindai.repo.nii.ac.jp/record/3219/files/KAKEN_21560590seika.pdf"},"version_id":"d3bb5c43-fa34-48ae-8310-be725668f6b8"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"鉄筋コンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"残留ひび割れ幅","subitem_subject_scheme":"Other"},{"subitem_subject":"鉄筋腐食","subitem_subject_scheme":"Other"},{"subitem_subject":"塩化物イオン濃度","subitem_subject_scheme":"Other"}]},"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":"research report","resourceuri":"http://purl.org/coar/resource_type/c_18ws"}]},"item_title":"地震荷重を受けた後の鉄筋コンクリート構造部材の耐久性と許容ひび割れ幅","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"地震荷重を受けた後の鉄筋コンクリート構造部材の耐久性と許容ひび割れ幅"}]},"item_type_id":"8","owner":"3","path":["2686","2688"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-10-22"},"publish_date":"2012-10-22","publish_status":"0","recid":"3219","relation_version_is_last":true,"title":["地震荷重を受けた後の鉄筋コンクリート構造部材の耐久性と許容ひび割れ幅"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-21T01:42:47.066129+00:00"}