{"created":"2021-03-01T06:13:26.512762+00:00","id":6815,"links":{},"metadata":{"_buckets":{"deposit":"3418b234-7251-4a7c-abbd-985a5f010794"},"_deposit":{"id":"6815","owners":[],"pid":{"revision_id":0,"type":"depid","value":"6815"},"status":"published"},"_oai":{"id":"oai:nagoya.repo.nii.ac.jp:00006815","sets":["320:321:322"]},"author_link":["17841","17842","17843","17844","17845","17846"],"item_10_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Study on damping matrices for seismic response analysis of steel bridges considering soil-structure interaction","subitem_alternative_title_language":"en"}]},"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2003-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"474","bibliographicPageStart":"465","bibliographicVolumeNumber":"49A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集","bibliographic_titleLang":"ja"}]}]},"item_10_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this study, numerical analytical model of multi-span continuous steel bridges for grasping these seismic behaviors taking soil-structure interaction into account is prepared. Firstly, soil's damping coefficients are focused. Optimum coefficients are conducted for solving the seismic response of piers. And then, in terms how to use Rayleigh's damping, little consideration is given. As a result, if severe response of bridge piers would like to be calculated, it is necessary that the modes which pier is greatly deformed are selected. Finally, numerical results given this study are compared with the results from analytical model not considering soil-structure interaction.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_10_identifier_60":{"attribute_name":"URI","attribute_value_mlt":[{"subitem_identifier_type":"HDL","subitem_identifier_uri":"http://hdl.handle.net/2237/8478"}]},"item_10_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_10_rights_12":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"土木学会 （許諾　土学編集　第07010号）","subitem_rights_language":"ja"}]},"item_10_select_15":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_10_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"09108009","subitem_source_identifier_type":"PISSN"}]},"item_10_text_14":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_text_value":"application/pdf"}]},"item_1615787544753":{"attribute_name":"出版タイプ","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":[{"creatorNames":[{"creatorName":"葛西, 昭","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"17841","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kasai, Akira","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"17842","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"宇佐美, 勉","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"17843","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Usami, Tsutomu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"17844","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"能登, 晋也","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"17845","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Noto, Shinya","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"17846","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":"2018-02-19"}],"displaytype":"detail","filename":"Structural_Eng_49A-465.pdf","filesize":[{"value":"1.9 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"Structural_Eng_49A-465.pdf","objectType":"fulltext","url":"https://nagoya.repo.nii.ac.jp/record/6815/files/Structural_Eng_49A-465.pdf"},"version_id":"79bce311-6b69-407b-825c-f3da3e4225e8"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"steel bridge pier","subitem_subject_scheme":"Other"},{"subitem_subject":"鋼製橋脚","subitem_subject_scheme":"Other"},{"subitem_subject":"seismic response analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"弾塑性地震応答解析","subitem_subject_scheme":"Other"},{"subitem_subject":"damping matrix","subitem_subject_scheme":"Other"},{"subitem_subject":"減衰マトリクス","subitem_subject_scheme":"Other"},{"subitem_subject":"mult-span continuous bridges","subitem_subject_scheme":"Other"},{"subitem_subject":"多径間連続橋","subitem_subject_scheme":"Other"},{"subitem_subject":"soil-structure interaction","subitem_subject_scheme":"Other"},{"subitem_subject":"地盤と構造物の動的相互作用","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":"鋼製橋脚ー地盤系の地震応答解析における減衰マトリクスに関する一考察","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鋼製橋脚ー地盤系の地震応答解析における減衰マトリクスに関する一考察","subitem_title_language":"ja"}]},"item_type_id":"10","owner":"1","path":["322"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-06-29"},"publish_date":"2007-06-29","publish_status":"0","recid":"6815","relation_version_is_last":true,"title":["鋼製橋脚ー地盤系の地震応答解析における減衰マトリクスに関する一考察"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-01-16T03:52:14.971054+00:00"}