{"created":"2023-06-19T10:26:48.434272+00:00","id":5507,"links":{},"metadata":{"_buckets":{"deposit":"d03ef3fc-d9a3-41e2-9566-379497c39bc2"},"_deposit":{"created_by":18,"id":"5507","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5507"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00005507","sets":["46"]},"author_link":["24162","36423","483","480"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1990-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1336","bibliographicPageStart":"1329","bibliographicVolumeNumber":"36","bibliographic_titles":[{"bibliographic_title":"構造工学論文集. A","bibliographic_titleLang":"ja"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this paper, we dealt with the seismic stability of continuous underground walls which will be used for the construction of the main tower foundations of the Hakucho Bay Bridge (in Muroran Harbor). The analysis of the dynamic response of this structure, which composed of an artificial island, continuous underground walls and submarine ground, was performed by means of the finite ring element method taking into account the three dimensional effects. Three construction stages of this structure are analyzed. Those dynamic characteristics were evaluated in the frequency domain considering the Kolsky's damping model. The results obtained by these calculations are as follows: 1) The fundamental natural frequencies of all construction tages are almost 0.9Hz. 2) The frequency response functions of acceleration show a similar distribution for two different damping coeficients in the frequency domain less than 1Hz.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_79_relation_15":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"120004080489","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 1990 土木学会　ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、土木学会の承諾が必要です。","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"09108009","subitem_source_identifier_type":"PISSN"}]},"item_79_source_id_14":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10122872","subitem_source_identifier_type":"NCID"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"510","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"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_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[{}],"affiliationNames":[{},{}]}],"creatorNames":[{"creatorName":"KISHI,  Norimitsu","creatorNameLang":"en"},{"creatorName":"岸, 徳光","creatorNameLang":"ja"},{"creatorName":"キシ, ノリミツ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"MATSUOKA,  Ken-ichi","creatorNameLang":"en"},{"creatorName":"松岡, 健一","creatorNameLang":"ja"},{"creatorName":"マツオカ, ケンイチ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"能町, 純雄","creatorNameLang":"ja"},{"creatorName":"NOMACHI, Sumio","creatorNameLang":"en"},{"creatorName":"ノウマチ, スミオ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"和田, 忠幸","creatorNameLang":"ja"},{"creatorName":"WADA, Tadayuki","creatorNameLang":"en"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-02-15"}],"displaytype":"detail","filename":"JSE36A_1329_1990.pdf","filesize":[{"value":"443.3 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE36A_1329_1990.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/5507/files/JSE36A_1329_1990.pdf"},"version_id":"bbe1206c-9318-4304-a00e-0c2e6068f21d"}]},"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":"大深度連続地中壁構造体の周波数応答解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"大深度連続地中壁構造体の周波数応答解析","subitem_title_language":"ja"},{"subitem_title":"A frequency response analysis of a continuous underground deep wall","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-05-09"},"publish_date":"2012-05-09","publish_status":"0","recid":"5507","relation_version_is_last":true,"title":["大深度連続地中壁構造体の周波数応答解析"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-10-27T00:47:16.136232+00:00"}