{"created":"2023-07-27T06:59:19.651641+00:00","id":58819,"links":{},"metadata":{"_buckets":{"deposit":"f39b6004-2a47-4367-8660-f4743cb1fabe"},"_deposit":{"created_by":18,"id":"58819","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"58819"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00058819","sets":["934:935:936"]},"author_link":["69332","28","80594","10814"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"21","bibliographicPageStart":"11","bibliographicVolumeNumber":"8","bibliographic_titles":[{"bibliographic_title":"日本地震工学会論文集"},{"bibliographic_title":"Journal of Japan Association for Earthquake Engineering","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":"Miyajima, Masakatsu"}],"nameIdentifiers":[{},{},{},{}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"本研究では2007年に発生した能登半島地震において本震の地震波形が残っていない自治体観測点を対象に、地震動指標から周期1秒前後の速度応答スペクトルを推定した。最大加速度や計測震度と速度応答スペクトル平均値の関係を調べた結果、これらの地震動指標によって精度良く速度応答スペクトル平均値を評価できることが分かった。続いて、能登半島地震の観測記録を用いて、木造家屋の被害率と相関の高い応答スペクトルの周期帯を調べた結果、周期0.7～1.2秒で最も相関が高いことが明らかになった。最後に自治体観測点を対象に周期0.7～1.2秒の応答スペクトル平均値を推定するとともに被害率との対応を調べたところ、両者には良い相関が見られた。","subitem_description_type":"Abstract"},{"subitem_description":"In this study, velocity response spectrum near period 1s was evaluated from ground motion indices for local government sites because that ground motion records were not stored in the main shock of the 2007 Noto Hanto Earthquake. Analyzing relationship among PGA, JMA seismic intensity and average velocity response spectrum, the average velocity response spectrum can be precisely estimated by using these ground motion indices. Next, correlation between average velocity response spectrum and damage ratio of wooden house was examined based on the records of the 2007 Noto Hanto Earthquake. We clarified that the average velocity response spectrum of period 0.7 to 1.2s (Sv0.7-1.2) has the highest correlation to the damage ratio of wooden house. Finally, a good correlation between Sv0.7-1.2 at local government sites estimated by the proposed method, and damage ratio of wooden house was shown.","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":"10.24517/00065087","subitem_identifier_reg_type":"JaLC"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本地震工学会 Japan Association for Earthquake Engineering"}]},"item_4_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.5610/jaee.8.2_11","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/jaee/-char/ja"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/browse/jaee/-char/ja","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"http://www.jaee.gr.jp/english/general.html"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://www.jaee.gr.jp/english/general.html","subitem_relation_type_select":"URI"}}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright © 日本地震工学会 Japan Association for Earthquake Engineering"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1884-6246","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":"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":"2022-01-21"}],"displaytype":"detail","filename":"TE-PR-MIYAJIMA-M-8_11.pdf","filesize":[{"value":"755.4 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MIYAJIMA-M-8_11.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/58819/files/TE-PR-MIYAJIMA-M-8_11.pdf"},"version_id":"308bfc5e-be68-402a-a8a2-cd5c50467b3c"}]},"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":"2007年能登半島地震における自治体観測点を対象とした周期1秒前後の速度応答スペクトルの推定","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"2007年能登半島地震における自治体観測点を対象とした周期1秒前後の速度応答スペクトルの推定"},{"subitem_title":"Evaluation of Velocity Response Spectrum near period 1s Observed at Local Government Sites during 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":"2022-01-21"},"publish_date":"2022-01-21","publish_status":"0","recid":"58819","relation_version_is_last":true,"title":["2007年能登半島地震における自治体観測点を対象とした周期1秒前後の速度応答スペクトルの推定"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-07-27T13:56:54.526015+00:00"}