{"created":"2023-07-27T06:59:19.156983+00:00","id":58789,"links":{},"metadata":{"_buckets":{"deposit":"56e089ef-93a9-4037-8a87-7acaeddffc62"},"_deposit":{"created_by":18,"id":"58789","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"58789"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00058789","sets":["934:935:936"]},"author_link":["103171","10271","108867","69332","2773","102600","28","79273"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2021-11-20","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"3","bibliographicPageEnd":"417","bibliographicPageStart":"405","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":"Hashimoto, Takao"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Nakazawa, Hiroshi"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Ikemoto, Toshikazu"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Miyajima, Masakatsu"}],"nameIdentifiers":[{},{},{},{}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"2016年熊本地震はMj6.5の前震及びMj7.3の本震により熊本県全域に大きな被害をもたらした．特に，熊本城では，石垣全体の30％が崩壊や孕みの被害が生じた．東日本大震災，熊本地震を契機として，城郭石垣の耐震性能の向上が期待できる補強工法の検討が望まれるが，城郭石垣の既往事例でも耐震補強対策の効果を明確にして適用したものは見当たらない．そこで，茨城県つくば市にある防災科学技術研究所の大型振動台実験施設を用いて2019年8月5日～10月14日の期間で6つのモデルについて3回の耐震性能実験を行った．本論文では，その大型実験の内容及び結果について言及している．実験の結果，石塁タイプではジオテキスタイル巻込みモデル，非石塁タイプでは筒状固結体アンカー工法モデルの変状が非常に少なく効果的であることが明らかとなった．","subitem_description_type":"Abstract"},{"subitem_description":"Kumamoto Prefecture was severely damaged by the 2016 Kumamoto earthquake (Mj 6.5 foreshock and Mj 7.3 main shock). Especially in Kumamoto Castle, 30% of the entire stone wall was damaged by collapse and bulge. However, seismic retrofitting measures for castle stone walls have hardly been implemented because they have not been verified by experiments. Therefore, using the large-scale vibration test facility of the National Research Institute for Earth Science and Disaster Prevention in Tsukuba City, Ibaraki Prefecture, six models of seismic performance tests were conducted during the period from August 5 to October 14, 2019.\n\n In this paper, the contents and results of the large-scale experiment are mentioned. It was clarified that the geotextile roll-in type for stone bases and the anchoring method using urethane for non-stone bases are very effective with very few deformations.","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":"10.24517/00065057","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.77.3_405","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":"橋本, 隆雄"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"中澤, 博志"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"池本　, 敏和"}],"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":"2022-11-25"}],"displaytype":"detail","filename":"TE-PR-MIYAJIMA-M-77_405.pdf","filesize":[{"value":"3.7 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MIYAJIMA-M-77_405.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/58789/files/TE-PR-MIYAJIMA-M-77_405.pdf"},"version_id":"00c410c4-8bad-42b3-96d0-b2c21b6e34cd"}]},"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":"大型振動台実験による石垣補強技術の耐震性評価","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"大型振動台実験による石垣補強技術の耐震性評価"},{"subitem_title":"Seismic Evaluation of Stone Wall Reinforcement Technology by Large-scale Shaking Table Test","subitem_title_language":"en"}]},"item_type_id":"4","owner":"18","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-11-25"},"publish_date":"2022-11-25","publish_status":"0","recid":"58789","relation_version_is_last":true,"title":["大型振動台実験による石垣補強技術の耐震性評価"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-07-27T11:29:51.410983+00:00"}