{"created":"2023-07-27T06:59:36.340740+00:00","id":59242,"links":{},"metadata":{"_buckets":{"deposit":"b6167596-8325-40be-a3e6-8c227c474a16"},"_deposit":{"created_by":18,"id":"59242","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"59242"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00059242","sets":["934:935:936"]},"author_link":["11866","104447","104441","11865","13236","104446","103994","102610","103187","69332"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2010","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"4","bibliographicPageEnd":"815","bibliographicPageStart":"799","bibliographicVolumeNumber":"66","bibliographic_titles":[{"bibliographic_title":"土木学会論文集A"},{"bibliographic_title":"Doboku Gakkai Ronbunshuu A","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":"Ichii, Koji"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Murata, Akira"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Nozu, Atsushi"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Miyajima, Masakatsu"}],"nameIdentifiers":[{},{},{},{}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"地震被災事例の分析では，当該地点の地震動を推定することが非常に重要である．そこで，線状構造物を対象に，経験的サイト増幅・位相特性を考慮した地震動の推定手法を提案し，2007年能登半島地震において被災した能登有料道路に適用した．具体的には，常時微動計測結果に基づき能登有料道路を4つのゾーンに分割して各ゾーンの地震動を推定した．さらに，個別地点の常時微動計測結果を利用することで，線状構造物の個々の地点での地震動を推定した．最後に，推定地震動の応用例としてフラジリティカーブの検討例を示した．","subitem_description_type":"Abstract"},{"subitem_description":"The evaluation of strong seismic motions in high resolution is very important to clarify the mechanism of earthquake damage. In this study, seismic waveform evaluation process at numerous sites along line structure based on empirical site amplification and phase effects was proposed. The proposed method was applied to the slope failure sites of the Noto Tollroad in the 2007 Noto Hanto Earthquake. And, as an application of the proposed method, fragility curves were generated based on the estimated waveforms. Thus, the proposed method is useful in the detailed study of earthquake damages.","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":"10.24517/00065504","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/jsceja.66.799","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/jsceja/-char/ja"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/browse/jsceja/-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":"1880-6023","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":"一井, 康二"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"村田, 晶"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"野津, 厚"}],"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":"2022-02-28"}],"displaytype":"detail","filename":"TE-PR-MIYAJIMA-M-66_799.pdf","filesize":[{"value":"3.2 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MIYAJIMA-M-66_799.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/59242/files/TE-PR-MIYAJIMA-M-66_799.pdf"},"version_id":"b5dd09fc-75c5-4974-a069-3e7e4a6a318c"}]},"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":"経験的サイト増幅・位相特性を考慮した線状構造物における地震動の推定とその応用: 2007年能登半島地震での道路被災を例に","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"経験的サイト増幅・位相特性を考慮した線状構造物における地震動の推定とその応用: 2007年能登半島地震での道路被災を例に"},{"subitem_title":"Strong motion estimation along the line structure based on empirical site amplification and phase effects and its applications: The case of the noto tollroad for the 2007 Noto Hanto Earthquake","subitem_title_language":"en"}]},"item_type_id":"4","owner":"18","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-02-28"},"publish_date":"2022-02-28","publish_status":"0","recid":"59242","relation_version_is_last":true,"title":["経験的サイト増幅・位相特性を考慮した線状構造物における地震動の推定とその応用: 2007年能登半島地震での道路被災を例に"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-05-13T05:54:24.766817+00:00"}