{"created":"2023-06-20T13:43:07.871188+00:00","id":797,"links":{},"metadata":{"_buckets":{"deposit":"437776a6-5a4f-4f33-92d7-2d9aa651787d"},"_deposit":{"created_by":2,"id":"797","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"797"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000797","sets":["1"]},"author_link":["11243","11244","11242","11245"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-05-31","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"37","bibliographicPageEnd":"164","bibliographicPageStart":"157","bibliographic_titles":[{"bibliographic_title":"福井工業大学研究紀要. 第一部"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The purpose of this paper is to propose that way of having it as \"Semi-Isolated Building System\". Initial stiffness of isolated layer is compared with usual isolated structure, and semi-isolated to propose by this paper is set up in stiffer. There is a strong point which can cope with a head periodic area shock, too, after safety can be secured from the aseismatic structure though the maximum acceleration of the superstructure and displacement grow big. Semi-isolated can decrease clearance width though effect on isolated structure is worse than usual isolated structure. The seismic load of semi-isolated was much smaller than aseismatic structure, and it proposed \"Semi-Isolated Building System\" in a positive light that the number of reinforcing bars of the superstructure could be reduced.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000791","subitem_identifier_reg_type":"JaLC"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"福井工業大学"}]},"item_10002_relation_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"TF00009250","subitem_relation_type_select":"NCID"}}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2868571","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":"永野, 康行"}],"nameIdentifiers":[{"nameIdentifier":"11242","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"田村, 和之"}],"nameIdentifiers":[{"nameIdentifier":"11243","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nagano, Yasuyuki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"11244","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Tamura, Kazuyuki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"11245","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":"2023-04-12"}],"displaytype":"detail","filename":"KJ00004766959.pdf","filesize":[{"value":"375.7 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KJ00004766959.pdf","url":"https://fut.repo.nii.ac.jp/record/797/files/KJ00004766959.pdf"},"version_id":"5738377d-ddb4-469b-b768-4297c7ea0b8a"}]},"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":"長周期地震動を考慮した免震建築物 : セミ免震の提案","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"長周期地震動を考慮した免震建築物 : セミ免震の提案"},{"subitem_title":"Considerations on Seismic Isolation Building under Long Period Strong Ground Motions : A Proposal of 'Semi-Isolated Building System'","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-04-04"},"publish_date":"2009-04-04","publish_status":"0","recid":"797","relation_version_is_last":true,"title":["長周期地震動を考慮した免震建築物 : セミ免震の提案"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:25:04.548756+00:00"}