{"created":"2023-05-15T12:05:13.621124+00:00","id":9851,"links":{},"metadata":{"_buckets":{"deposit":"5bb62482-693a-4165-b039-e7af0ee6113f"},"_deposit":{"created_by":3,"id":"9851","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"9851"},"status":"published"},"_oai":{"id":"oai:iwate-u.repo.nii.ac.jp:00009851","sets":["1515:1519"]},"author_link":["61182","61184","61183","61185","61186","61187"],"item_16_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1996-01-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"3","bibliographicPageEnd":"230","bibliographicPageStart":"221","bibliographicVolumeNumber":"15","bibliographic_titles":[{"bibliographic_title":"自然災害科学"}]}]},"item_16_date_6":{"attribute_name":"登録日","attribute_value_mlt":[{"subitem_date_issued_datetime":"2009-11-11"}]},"item_16_description_12":{"attribute_name":"Abstract","attribute_value_mlt":[{"subitem_description":"In seismic micro-zoning, it is necessary to know ground vibration characteristics in each local area. Empirical equations proposal of seismic intensity in Morioka area was based on borehole data using multi-variable regression analysis. In boring model, the equation was derived by N-value and water level obtained from borehole data. In ground information model, S-wave velocity and S-wave amplification were used in the equation in addition to the parameters used in the first model. Two data sets were\nsampled using a 250m square mesh and sampling at a point where both questionnaire seismic intensity and borehole were examined. The former method is called mesh model and the latter close-point model. The results were as follows:(1) Close-point model shows higher correlation coefficient than mesh model. This suggests that vibration characteristics vary in area smaller than 250 m×250 m mesh.(2) Ground information model gives higher correlation coefficient than boring model. However, the model has only three principal components, suggesting that the equation has too many predictor variables. (3) Four variables namely: ground water level, averaged S-wave velocity between 0 and 5 m in depth, S-wave amplification and its pre-dominant frequency are selected in derivation of the equation of seismic intensity using AIC test.","subitem_description_type":"Other"}]},"item_16_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"61185","nameIdentifierScheme":"WEKO"}],"names":[{"name":"YAMAMOTO, Hidekazu"}]},{"nameIdentifiers":[{"nameIdentifier":"61186","nameIdentifierScheme":"WEKO"}],"names":[{"name":"HAMADA, Taiji"}]},{"nameIdentifiers":[{"nameIdentifier":"61187","nameIdentifierScheme":"WEKO"}],"names":[{"name":"SAITO, Tokumi"}]}]},"item_16_publisher_14":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本自然災害学会"}]},"item_16_relation_16":{"attribute_name":"異版である","attribute_value_mlt":[{"subitem_relation_type":"isVersionOf","subitem_relation_type_id":{"subitem_relation_type_id_text":"http://ci.nii.ac.jp/naid/110002941616/","subitem_relation_type_select":"URI"}}]},"item_16_rights_18":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"日本自然災害学会"},{"subitem_rights":"本文データは学協会の許諾に基づきCiNiiから複製したものである"}]},"item_16_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0286-6021","subitem_source_identifier_type":"ISSN"}]},"item_16_text_4":{"attribute_name":"著者(機関)","attribute_value_mlt":[{"subitem_text_value":"岩手大学工学部建設環境工学科"},{"subitem_text_value":"川崎地質"},{"subitem_text_value":"岩手大学工学部建設環境工学科"}]},"item_16_version_type_27":{"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":"山本, 英和"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"濱田, 泰治"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"斎藤, 徳美"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-11-14"}],"displaytype":"detail","filename":"jjsnds-v15n3p221-230.pdf","filesize":[{"value":"1.1 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"jjsnds-v15n3p221-230.pdf","url":"https://iwate-u.repo.nii.ac.jp/record/9851/files/jjsnds-v15n3p221-230.pdf"},"version_id":"a13981d1-fd1b-48f4-a397-e717214b2c80"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"サイスミックマイクロゾーニング","subitem_subject_scheme":"Other"},{"subitem_subject":"アンケート震度","subitem_subject_scheme":"Other"},{"subitem_subject":"重回帰分析","subitem_subject_scheme":"Other"},{"subitem_subject":"主成分分析","subitem_subject_scheme":"Other"},{"subitem_subject":"ボーリング資料","subitem_subject_scheme":"Other"},{"subitem_subject":"AIC","subitem_subject_scheme":"Other"},{"subitem_subject":"seismic microzoning","subitem_subject_scheme":"Other"},{"subitem_subject":"questionnaire seismic intensity","subitem_subject_scheme":"Other"},{"subitem_subject":"multi-variable regression analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"principal componcnt analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"borehole data","subitem_subject_scheme":"Other"},{"subitem_subject":"AIC","subitem_subject_scheme":"Other"}]},"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":"盛岡市域における震度推定式作成の試み　－ボーリング資料に基づく解析－","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"盛岡市域における震度推定式作成の試み　－ボーリング資料に基づく解析－"}]},"item_type_id":"16","owner":"3","path":["1519"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-11-11"},"publish_date":"2009-11-11","publish_status":"0","recid":"9851","relation_version_is_last":true,"title":["盛岡市域における震度推定式作成の試み　－ボーリング資料に基づく解析－"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-05-16T11:54:59.682491+00:00"}