{"created":"2023-05-15T13:38:16.815504+00:00","id":2171,"links":{},"metadata":{"_buckets":{"deposit":"e32e49e5-1db4-4b7d-af93-0bbd7c611bb6"},"_deposit":{"created_by":12,"id":"2171","owners":[12],"pid":{"revision_id":0,"type":"depid","value":"2171"},"status":"published"},"_oai":{"id":"oai:repository.naro.go.jp:00002171","sets":["87:661:662:135:222"]},"author_link":["5686","1913"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-03-01","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"138","bibliographicPageStart":"105","bibliographicVolumeNumber":"44","bibliographic_titles":[{"bibliographic_title":"農村工学研究所報告"},{"bibliographic_title":"Bulletin of the NARO, Rural Engineering","bibliographic_titleLang":"en"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"This paper describes the seismic behavior of 25 large dams for irrigation based on records of seismic observation at off Miyagi earthquake (2003.5.26). The seismic behavior of these dams are investigated by the loci of seismic acceleration waves on up-downstream and longitudinal directions, the relationships between maximum accelerations to upstream-downstream direction and to longitudinal direction, the relationships between input accelerations and amplification ratios of acceleration, and power spectrum of seismic acceleration waves. The main results are as follows. The upstream-downstream accelerations at crests are not always greater than those on other two directions (longitudinal and vertical direction). Seismic acceleration waves are amplified by their propagation throughout the dam body. The frequency component that corresponds to the eigen frequency of the dam body is amplified by propagation of seismic acceleration waves throughout the dam body. In the fill dam, the eigen frequency of a low frequency for power spectrum appears at the crest of dam. The eigen frequency of a higher frequency for power spectrum appears at the crest of gravity dam than these of the power spectrum at the fill dams. The dam site configuration and the rigidity of dam body and foundation influence the seismic behavior of the dam.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24514/00002076","subitem_identifier_reg_type":"JaLC"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"独立行政法人 農業・生物系特定産業技術研究機構 農村工学研究所"}]},"item_10002_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.24514/00002076","subitem_relation_type_select":"DOI"}}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1882-3262","subitem_source_identifier_type":"ISSN"}]},"item_10002_version_type_20":{"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":"増川, 晋"},{"creatorName":"マスカワ, ススム","creatorNameLang":"ja-Kana"},{"creatorName":"MASUKAWA, Susumu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"1913","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"00414459","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=00414459"},{"nameIdentifier":"Filldam","nameIdentifierScheme":"researchmap","nameIdentifierURI":"http://researchmap.jp/Filldam"}]},{"creatorNames":[{"creatorName":"中西, 憲雄"},{"creatorName":"ナカニシ, ノリオ","creatorNameLang":"ja-Kana"},{"creatorName":"NAKANISHI, Norio","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"5686","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2019-03-20"}],"displaytype":"detail","filename":"nkk_report_No44p105-138p.pdf","filesize":[{"value":"1.0 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"nkk_report_No44p105-138p.pdf","url":"https://repository.naro.go.jp/record/2171/files/nkk_report_No44p105-138p.pdf"},"version_id":"6b96a62e-c06d-45fa-b263-ab6c7dbabf5d"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"ダム","subitem_subject_scheme":"Other"},{"subitem_subject":"地震観測","subitem_subject_scheme":"Other"},{"subitem_subject":"地震時挙動","subitem_subject_scheme":"Other"},{"subitem_subject":"最大加速度","subitem_subject_scheme":"Other"},{"subitem_subject":"dam","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"earthquake observation","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"seismic behavior","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"maximum acceleration","subitem_subject_language":"en","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"宮城県沖の地震(2003年5月26日)における農業用大ダムの地震時挙動","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"宮城県沖の地震(2003年5月26日)における農業用大ダムの地震時挙動"},{"subitem_title":"Seismic Behavior of Large Dams for Irrigation by Seismic Observation Records at Off Miyagi Earthquake (2003.5.26)","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"12","path":["222"],"pubdate":{"attribute_name":"公開日","attribute_value":"2019-03-22"},"publish_date":"2019-03-22","publish_status":"0","recid":"2171","relation_version_is_last":true,"title":["宮城県沖の地震(2003年5月26日)における農業用大ダムの地震時挙動"],"weko_creator_id":"12","weko_shared_id":12},"updated":"2023-05-15T15:37:29.103993+00:00"}