{"created":"2023-05-15T10:00:59.477770+00:00","id":5472,"links":{},"metadata":{"_buckets":{"deposit":"9d6550cc-24cc-4bf2-870d-84593fd8c983"},"_deposit":{"created_by":5,"id":"5472","owner":"5","owners":[5],"pid":{"revision_id":0,"type":"depid","value":"5472"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005472","sets":["73","73:27"]},"author_link":["13413","29324"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2001-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"598","bibliographicPageStart":"591","bibliographicVolumeNumber":"47A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Many structures were damaged in Hanshin Area during the 1995 Hyogo-ken Nanbu earthquake, but part of the structure was slight damage. In this case, it was assumed that input to structure was reduced by the existence of feedback system in soil and foundation. It calls dynamic soil structure interaction, but now the effect takes difficult into the earthquake-resistant design. In this study, we calculated absolute response acceleration spectrum considering non-linear dynamic soil structure interaction of foundation-soil-structure system. The superstructure itself is idealized as a single degree of freedom system attached to a rigid foundation with two degree of freedom which is flexibly supported. In addition, we compared the results of it with standard acceleration response spectrum of Type II.","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":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"山下, 典彦","creatorNameLang":"ja"},{"creatorName":"ヤマシタ, ノリヒコ","creatorNameLang":"ja-Kana"},{"creatorName":"Yamashita, Norihiko","creatorNameLang":"en"}],"familyNames":[{"familyName":"山下","familyNameLang":"ja"},{"familyName":"ヤマシタ","familyNameLang":"ja-Kana"},{"familyName":"Yamashita","familyNameLang":"en"}],"givenNames":[{"givenName":"典彦","givenNameLang":"ja"},{"givenName":"ノリヒコ","givenNameLang":"ja-Kana"},{"givenName":"Norihiko","givenNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29324","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"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"山下, 典彦","creatorNameLang":"ja"},{"creatorName":"ヤマシタ, ノリヒコ","creatorNameLang":"ja-Kana"},{"creatorName":"Yamashita, Norihiko","creatorNameLang":"en"}],"familyNames":[{"familyName":"山下","familyNameLang":"ja"},{"familyName":"ヤマシタ","familyNameLang":"ja-Kana"},{"familyName":"Yamashita","familyNameLang":"en"}],"givenNames":[{"givenName":"典彦","givenNameLang":"ja"},{"givenName":"ノリヒコ","givenNameLang":"ja-Kana"},{"givenName":"Norihiko","givenNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29324","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":"kiso_jibann_kouzoubutukei_2001_harada.pdf","filesize":[{"value":"549.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/5472/files/kiso_jibann_kouzoubutukei_2001_harada.pdf"},"version_id":"642ba83b-b8f0-4618-9f17-98b2daf97b7f"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"動的相互作用, 応答スペクトル, ウインクラーモデル, 有効入力地震動","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"Dynamic soil structure interaction, Response spectrum, Winkler model, Effective seismic motion","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"基礎-地盤-構造物系の非線形動的相互作用を考慮した応答スペクトルに関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"基礎-地盤-構造物系の非線形動的相互作用を考慮した応答スペクトルに関する研究","subitem_title_language":"ja"},{"subitem_title":"A study of response spectrum considering dynamic soil structure interaction of foundation-soil-structure system","subitem_title_language":"en"}]},"item_type_id":"10001","owner":"5","path":["73","27"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2020-06-21"},"publish_date":"2020-06-21","publish_status":"0","recid":"5472","relation_version_is_last":true,"title":["基礎-地盤-構造物系の非線形動的相互作用を考慮した応答スペクトルに関する研究"],"weko_creator_id":"5","weko_shared_id":2},"updated":"2023-10-11T04:56:41.676943+00:00"}