{"created":"2023-07-27T06:59:18.480359+00:00","id":58763,"links":{},"metadata":{"_buckets":{"deposit":"11acef5c-a19d-4a7f-a9af-34d31d4b4b22"},"_deposit":{"created_by":18,"id":"58763","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"58763"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00058763","sets":["934:935:936"]},"author_link":["11866","10271","159","103994","103187","69332","2773","102600","79273"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2017","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"4","bibliographicPageEnd":"I_795","bibliographicPageStart":"I_787","bibliographicVolumeNumber":"73","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":"Hata, Yoshiya"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Murata, Akira"}],"nameIdentifiers":[{},{},{},{}]},{"creatorNames":[{"creatorName":"Ikemoto, Toshikazu"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Hashimoto, Takao"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Miyajima, Masakatsu"}],"nameIdentifiers":[{},{},{},{}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"2016年熊本地震の地震動の作用により，熊本城内では，石垣の崩壊や櫓の損壊などの甚大な被害が数多く発生した．本稿では，2016年熊本地震の前震時ならびに本震時に，熊本城内に作用した地震動を推定した結果について報告する．具体的には，まず，熊本城内および周辺の強震観測点において常時微動計測を実施し，得られた記録に基づいてサイト増幅特性を評価した．次に，熊本城周辺で観測された前震記録・本震記録をサイト増幅特性置換手法を用いて再現することで，地震動推定手法の適用性を確認した．最後に，適用性が確認された手法に基づいて，前震時および本震時における熊本城内での地震動を推定した．","subitem_description_type":"Abstract"},{"subitem_description":"Serious failure of masonry retaining wall was occurred in Kumamoto Castle due to the 2016 Kumamoto earthquake sequence. Therefore, to clarify the failure mechanism, it is necessary to estimate strong motions in the castle with sufficient accuracy, taking into account local site effects. In this study, seismic waveform in the castle was estimated based on the site-effect substitution method. The site effects in the castle were evaluated based on microtremor measurement with high dense spatial location. Difference of the site effects between the castle area and the present observation stations was also indicated.","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":"10.24517/00065031","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.73.I_787","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":"秦, 吉弥"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"村田, 晶"}],"nameIdentifiers":[{},{},{},{}]},{"creatorNames":[{"creatorName":"池本　, 敏和"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"橋本, 隆雄"}],"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":"2022-02-03"}],"displaytype":"detail","filename":"TE-PR-MIYAJIMA-M-73_I_787.pdf","filesize":[{"value":"2.9 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MIYAJIMA-M-73_I_787.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/58763/files/TE-PR-MIYAJIMA-M-73_I_787.pdf"},"version_id":"03c219cc-2866-428e-904d-80e9038e854a"}]},"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":"サイト増幅特性置換手法に基づく2016年熊本地震における熊本城の地震動の評価","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"サイト増幅特性置換手法に基づく2016年熊本地震における熊本城の地震動の評価"},{"subitem_title":"Evaluation of strong ground motion in Kumamoto Castle during the 2016 Kumamoto Earthquake sequence focused on difference of site amplification factors","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":"58763","relation_version_is_last":true,"title":["サイト増幅特性置換手法に基づく2016年熊本地震における熊本城の地震動の評価"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-07-27T13:53:38.253918+00:00"}