{"created":"2023-07-27T06:59:17.894114+00:00","id":58742,"links":{},"metadata":{"_buckets":{"deposit":"d166d5b2-cd89-471a-a7c1-8df7ad936778"},"_deposit":{"created_by":18,"id":"58742","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"58742"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00058742","sets":["934:935:936"]},"author_link":["92299","60820","102997","104593","103187","69332","104592","9906"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2003-07-21","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"738","bibliographicPageEnd":"205","bibliographicPageStart":"191","bibliographicVolumeNumber":"2003","bibliographic_titles":[{"bibliographic_title":"土木学会論文集"},{"bibliographic_title":"Doboku Gakkai Ronbunshu","bibliographic_titleLang":"en"}]}]},"item_4_creator_33":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Tsurugi, Masato"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Sawada, Sumio"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Miyajima, Masakatsu"}],"nameIdentifiers":[{},{},{},{}]},{"creatorNames":[{"creatorName":"Kitaura, Masaru"}],"nameIdentifiers":[{},{}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"震度予測を合理的に行なうためには, 地震動の構成要素である震源特性・伝播経路特性・サイト特性が震度に与える影響を把握する必要がある. そこで本研究では, サイト増幅スペクトルに基づく震度の増加量を推定する手法の開発を目的に, 数値解析的検討, 観測記録を用いた経験的検討およびアンケート震度調査結果に基づく検討を行った. これらの検討結果を踏まえ総合的に判断した結果, サイト増幅スペクトルの0.4～7.5Hzの範囲の平均値と震度増加量の相関が良いことが明らかとなった. さらに, この結果に基づいて, この平均値から震度増加量を推定する式を提案した. 得られた成果は将来の合理的な震度予測手法の開発に繋がるものである.","subitem_description_type":"Abstract"},{"subitem_description":"It is well known that seismic ground motions are characterized by source, path and site effects. In order to estimate seismic intensity taking into account those effects, we propose a method to estimate site effects on seismic intensity based on site amplification spectra. Numerical and empirical analyses are performed to examine the relationship between site amplification spectra and increments of seismic intensity which is obtained from simulated motions, observed motions and questionnaire survey. It is clarified that the increments of seismic intensities can be evaluated by average values of site amplification spectra from 0.4Hz to 7.5Hz.","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":"10.24517/00065010","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/jscej.2003.738_191","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/jscej/-char/ja"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/browse/jscej/-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_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN10014020","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0289-7806","subitem_source_identifier_type":"ISSN"},{"subitem_source_identifier":"1882-7187","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":"鶴来, 雅人"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"澤田, 純男"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"宮島, 昌克"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"北浦, 勝"}],"nameIdentifiers":[{},{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2022-03-07"}],"displaytype":"detail","filename":"TE-PR-MIYAJIMA-M-2003_191.pdf","filesize":[{"value":"4.1 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-MIYAJIMA-M-2003_191.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/58742/files/TE-PR-MIYAJIMA-M-2003_191.pdf"},"version_id":"e9dc4a56-d319-4f38-8d92-9e61709e179b"}]},"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":"サイト増幅スペクトルに基づく震度増加量の推定法","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"サイト増幅スペクトルに基づく震度増加量の推定法"},{"subitem_title":"A method to estimate site effects on seismic intensity based on amplification spectra","subitem_title_language":"en"}]},"item_type_id":"4","owner":"18","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-03-07"},"publish_date":"2022-03-07","publish_status":"0","recid":"58742","relation_version_is_last":true,"title":["サイト増幅スペクトルに基づく震度増加量の推定法"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-07-27T13:42:40.486710+00:00"}