{"created":"2021-03-01T05:59:35.368759+00:00","id":7139,"links":{},"metadata":{"_buckets":{"deposit":"ed258112-9169-435f-8076-965421d7ae8e"},"_deposit":{"created_by":188,"id":"7139","owners":[188],"pid":{"revision_id":0,"type":"depid","value":"7139"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00007139","sets":["1:86"]},"author_link":["35361","36180","36268","36269","36270"],"item_1646810750418":{"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_3_biblio_info_186":{"attribute_name":"bibliographic_information","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2002-08","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"526","bibliographicPageStart":"519","bibliographicVolumeNumber":"5"}]},"item_3_description_184":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"When the strong earthquake occurs and a bridge suffers the longitudinal impact, a superstructure and abutments of a bridge will collide. There is a spatial gap between superstructure and wall of abutment and this gap may effect to accelerate collision speed between them. Then, in this paper, effect of shock-absorbing device to softening the collision is investigated in the cases of simple and continuous girder bridges. And the effect of stiffness of shock-absorbing device, laying-gap length and back-fill ground of a abutment to soften the collision response, is analyzed. Moreover, influence by laying-gap length and an abutments of back-fill ground when colliding was examined.","subitem_description_type":"Abstract"}]},"item_3_publisher_212":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"社団法人 土木学会","subitem_publisher_language":"ja"}]},"item_3_select_195":{"attribute_name":"item_3_select_195","attribute_value_mlt":[{"subitem_select_item":"publisher","subitem_select_language":"en"}]},"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":"大島, 俊之","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"35361","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"三上, 修一","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"36180","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"小倉, 裕介","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"36268","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"内田, 裕丈","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"36269","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"内堀, 康","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"36270","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":"2016-11-22"}],"displaytype":"detail","filename":"8668475-5.pdf","filesize":[{"value":"860.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"8668475-5.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/7139/files/8668475-5.pdf"},"version_id":"149bf1c0-cb88-42cb-8b3f-d93acbb586f8"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"longitudinal impact","subitem_subject_scheme":"Other"},{"subitem_subject":"shoclrabs01ving device","subitem_subject_scheme":"Other"},{"subitem_subject":"system for falling prevention of bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"bridge end","subitem_subject_scheme":"Other"},{"subitem_subject":"abutment","subitem_subject_scheme":"Other"},{"subitem_subject":"Finite Element Method","subitem_subject_scheme":"Other"},{"subitem_subject":"水平衝撃","subitem_subject_scheme":"Other"},{"subitem_subject":"緩衝材","subitem_subject_scheme":"Other"},{"subitem_subject":"落橋防止システム","subitem_subject_scheme":"Other"},{"subitem_subject":"橋端部","subitem_subject_scheme":"Other"},{"subitem_subject":"橋台","subitem_subject_scheme":"Other"},{"subitem_subject":"FEM","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"item_resource_type","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"橋梁端部周辺に着目した大地震時水平衝突応答解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"橋梁端部周辺に着目した大地震時水平衝突応答解析","subitem_title_language":"ja"},{"subitem_title":"Horizontal Collision Response Analysis under Strong Earthquake considering around Bridge End Configuration","subitem_title_language":"en"}]},"item_type_id":"3","owner":"188","path":["86"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-05-09"},"publish_date":"2007-05-09","publish_status":"0","recid":"7139","relation_version_is_last":true,"title":["橋梁端部周辺に着目した大地震時水平衝突応答解析"],"weko_creator_id":"188","weko_shared_id":-1},"updated":"2026-02-16T06:18:36.080719+00:00"}