{"created":"2023-05-15T10:01:02.004714+00:00","id":5515,"links":{},"metadata":{"_buckets":{"deposit":"a8bfa844-e909-4258-ab3e-0e7647ef04f9"},"_deposit":{"created_by":2,"id":"5515","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"5515"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005515","sets":["73:27"]},"author_link":["29779","29777","29774","13413","29776"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1986","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1770","bibliographicPageStart":"1765","bibliographic_titles":[{"bibliographic_title":"第7回 日本地震工学シンポジウム"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"For seismic design of structures with rigid foundations such as bridges, nuclear coutainments, and buildings, the present paper has developed a modified response spectrum method including dynamic soil-structure interaction effects. Dynamic soil-structure interaction effects are decomposed into the two effects; the effective seismic motions and the dynamic(complex) stiffnesses of foundation. This decomposition makes it possible to develop a modified response spectrum instead of the response spectrum for free-field ground motions usually used in conventional seismic design.","subitem_description_type":"Abstract"}]},"item_10001_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":"加島, 延行"},{"creatorName":"カシマ, ノブユキ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"29774","nameIdentifierScheme":"WEKO"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"Harada, Takanori","creatorNameLang":"en"},{"creatorName":"原田, 隆典","creatorNameLang":"ja"},{"creatorName":"ハラダ, タカノリ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"Harada","familyNameLang":"en"},{"familyName":"原田","familyNameLang":"ja"},{"familyName":"ハラダ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"Takanori","givenNameLang":"en"},{"givenName":"隆典","givenNameLang":"ja"},{"givenName":"タカノリ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"13413","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"磯山, 龍二"},{"creatorName":"イソヤマ, リュウジ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"29776","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kashima, Nobuyuki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29777","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Isoyama, Ryoji","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29779","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":"2020-06-21"}],"displaytype":"detail","filename":"jibannto_1986_harada.pdf","filesize":[{"value":"371.1 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/5515/files/jibannto_1986_harada.pdf"},"version_id":"05809413-4bba-4953-b50f-c9ad5d914fbd"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"地盤と基礎の動的相互作用を考慮した応答スペクトルとその耐震設計への応用","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"地盤と基礎の動的相互作用を考慮した応答スペクトルとその耐震設計への応用"},{"subitem_title":"Response Spectra Inc1uding Dynamic Soi1-Structure Interaction Effects for Seismic Design","subitem_title_language":"en"}]},"item_type_id":"10001","owner":"2","path":["27"],"pubdate":{"attribute_name":"公開日","attribute_value":"2020-06-21"},"publish_date":"2020-06-21","publish_status":"0","recid":"5515","relation_version_is_last":true,"title":["地盤と基礎の動的相互作用を考慮した応答スペクトルとその耐震設計への応用"],"weko_creator_id":"2","weko_shared_id":2},"updated":"2023-09-03T07:04:45.041764+00:00"}