{"created":"2023-07-27T06:26:18.134920+00:00","id":9961,"links":{},"metadata":{"_buckets":{"deposit":"e094cd82-0a61-4f96-8ff3-56da84864ef8"},"_deposit":{"created_by":3,"id":"9961","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"9961"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00009961","sets":["934:935:936"]},"author_link":["242","28","9906","14654"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004-08-31","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"282","bibliographicPageStart":"273","bibliographicVolumeNumber":"23","bibliographic_titles":[{"bibliographic_title":"自然災害科学 = Journal of Japan Society for Natural Disaster Science"}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The earthquake of JMA magnitude 6.1 occurred in west-off Ishikawa Prefecture on June 7, 2000. Several seismometers in Kanazawa City observed the earthquake ground motion. Japan Meteorological Agency announced instrumental seismic intensity in Kanazawa City was 3, but the difference of instrumental seismic intensity was more than 0.5 at the observation sites in Kanazawa City. In this paper, the instrumental seismic intensity in Kanazawa City is calculated in consideration of the path effect and the site effect of the earthquake ground motion. The path effect is investigated by Q value and the site effect is evaluated by S wave velocity of the ground. S wave velocity of the ground was evaluated by inversion of microtremor records. As a result, the calculated instrumental seismic intensity corresponded well with the seismic intensity recorded at the observation sites in Kanazawa City. Moreover, instrumental seismic intensity and questionnaire seismic intensity are compared.","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環境デザイン学系","subitem_description_type":"Other"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本自然災害学会"}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"日本自然災害学会；本文データは日本自然災害学会の許諾に基づきCiNiiから複製したものである"}]},"item_4_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN10165274","subitem_source_identifier_type":"NCID"}]},"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":"池本, 敏和"}],"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":"2017-10-03"}],"displaytype":"detail","filename":"TE-PR-KITAURA-M-273.pdf","filesize":[{"value":"805.6 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"TE-PR-KITAURA-M-273.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/9961/files/TE-PR-KITAURA-M-273.pdf"},"version_id":"324340b7-da1c-41e9-bc76-f9ed93b38889"}]},"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":"微動観測記録から推定した表層地盤構造に基づく計測震度分布の推定とアンケート震度との比較","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"微動観測記録から推定した表層地盤構造に基づく計測震度分布の推定とアンケート震度との比較"},{"subitem_title":"Estimation of Instrumental Seismic Intensity Distribution in Kanazawa City Based on Surface Ground Structure Evaluated From Microtremor Records and Its Comparison with Questionnaire Seismic Intensity","subitem_title_language":"en"}]},"item_type_id":"4","owner":"3","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"9961","relation_version_is_last":true,"title":["微動観測記録から推定した表層地盤構造に基づく計測震度分布の推定とアンケート震度との比較"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-07-28T01:46:02.683020+00:00"}