{"created":"2023-05-15T10:00:59.415752+00:00","id":5471,"links":{},"metadata":{"_buckets":{"deposit":"fc54dfc0-6c52-459d-a7ad-5ab5f1d6973f"},"_deposit":{"created_by":5,"id":"5471","owner":"5","owners":[5],"pid":{"revision_id":0,"type":"depid","value":"5471"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005471","sets":["73","73:27"]},"author_link":["13413","29313"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2001-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"849","bibliographicPageStart":"843","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":"Because the earthquake ground motions near a fault are quite complex in time and space by showing the vortexes of waves, it may be considered to be appropriate that a response analysis of long structures, for example, continuous viduct, is performed on the basis of three dimensional model of them. In this paper a three dimensional nonlinear rensponse analysis of viaduct near a strike slip fault is performed,and its results are compared with those of the two dimensional model. The input earthquake ground motions are simulated by a stiffiness matrices based formulation of seismic waves in stratified media with an extended seismic source.","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":"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":"Nonaka, Tetsuya","creatorNameLang":"en"},{"creatorName":"野中, 哲也","creatorNameLang":"ja"},{"creatorName":"ノナカ, テツヤ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"Nonaka","familyNameLang":"en"},{"familyName":"野中","familyNameLang":"ja"},{"familyName":"ノナカ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":"Tetsuya","givenNameLang":"en"},{"givenName":"哲也","givenNameLang":"ja"},{"givenName":"テツヤ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"29313","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":"yokozuredansou_2001_harada.pdf","filesize":[{"value":"600.6 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/5471/files/yokozuredansou_2001_harada.pdf"},"version_id":"578b40cc-cb58-4479-b6f2-c9def6b8bb4d"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"earthquake ground motions, kinematic source model, vortex of seismic wave, earthquake response, continuous bridge","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":"横ずれ断層近傍における連続高架橋の地震応答特性","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"横ずれ断層近傍における連続高架橋の地震応答特性","subitem_title_language":"ja"},{"subitem_title":"Seismic response characteristics of a continuous viaduct near a strik slip fault","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":"5471","relation_version_is_last":true,"title":["横ずれ断層近傍における連続高架橋の地震応答特性"],"weko_creator_id":"5","weko_shared_id":2},"updated":"2023-09-06T06:52:51.673892+00:00"}