{"created":"2023-07-27T06:59:18.344916+00:00","id":58759,"links":{},"metadata":{"_buckets":{"deposit":"b170fe9f-aa29-42bc-b431-1e7fcb16a12d"},"_deposit":{"created_by":18,"id":"58759","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"58759"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00058759","sets":["934:935:936"]},"author_link":["103054","757","80594","10814","103187","69332","15441","103053","103056","103992"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2019","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"4","bibliographicPageEnd":"I_390","bibliographicPageStart":"I_383","bibliographicVolumeNumber":"75","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":"Nishikawa, Hayato"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Noguchi, Tatsuya"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Nishimura, Isamu"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Miyajima, Masakatsu"}],"nameIdentifiers":[{},{},{},{}]},{"creatorNames":[{"creatorName":"Kuroda, Shigetoshi"}],"nameIdentifiers":[{},{},{}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"本研究では地震観測点以外の地点を対象に地震動を推定せずとも，直接的に木造建物の最大応答変形角を予測する手法を提案した．まず，性能等価加速度応答スペクトルと加速度応答スペクトルの関係をもとに最大応答変形角の予測式を導き出した．続いて，2016年に鳥取県中部で発生した地震を対象に断層最短距離や微動H/Vの固有振動数などをパラメータとした最大応答変形角予測式を回帰分析により求めた．その結果，地震観測記録から計算した最大応答変形角と予測式から計算した値がよく対応した．","subitem_description_type":"Abstract"},{"subitem_description":"We propose a method to directly evaluate the maximum response deformation angle of wooden building without estimating earthquake ground motion at the point where seismic observation is not set. First, the evaluation formula of the maximum response deformation angle was derived based on the relationship between the equivalent performance acceleration response spectrum and the acceleration response spectrum. Subsequently, the valuation formula consists of the closest distance of the fault and the natural frequency of the microtremor H/V was obtained by regression analysis using the earthquake motion records obtained in the 2016 central Tottori earthquake. As a result, the maximum response deformation angle can be calculated from the earthquake observation record corresponded well with the value calculated from the proposed formula.","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":"10.24517/00065027","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.75.I_383","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":"西川, 隼人"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"野口, 竜也"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"西村, 武"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"宮島, 昌克"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"香川, 敬生"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2022-01-31"}],"displaytype":"detail","filename":"TE-PR-MIYAJIMA-M-75_I_383.pdf","filesize":[{"value":"1.4 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MIYAJIMA-M-75_I_383.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/58759/files/TE-PR-MIYAJIMA-M-75_I_383.pdf"},"version_id":"86afb49d-8709-4bc5-8330-29936a2e2d2b"}]},"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":"2016年鳥取県中部の地震を対象とした木造建物の最大応答変形角予測式の検討","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"2016年鳥取県中部の地震を対象とした木造建物の最大応答変形角予測式の検討"},{"subitem_title":"A study on evaluation formula for maximum response deformation angle of wooden building in the 2016 central Tottori earthquake","subitem_title_language":"en"}]},"item_type_id":"4","owner":"18","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-01-31"},"publish_date":"2022-01-31","publish_status":"0","recid":"58759","relation_version_is_last":true,"title":["2016年鳥取県中部の地震を対象とした木造建物の最大応答変形角予測式の検討"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-07-27T13:54:18.464018+00:00"}