{"_buckets": {"deposit": "8e070750-607e-4f62-b2d1-19bf53d611b1"}, "_deposit": {"id": "7139", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "7139"}, "status": "published"}, "_oai": {"id": "oai:kitami-it.repo.nii.ac.jp:00007139", "sets": ["86"]}, "author_link": ["36271", "36272", "36273", "36274", "36275", "36266", "44832", "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_alternative_title_198": {"attribute_name": "その他のタイトル", "attribute_value_mlt": [{"subitem_alternative_title": "Horizontal Collision Response Analysis under Strong Earthquake considering around Bridge End Configuration"}]}, "item_3_biblio_info_186": {"attribute_name": "書誌情報", "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_full_name_183": {"attribute_name": "著者別名", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "36271", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "T., Oshima", "nameLang": "en"}]}, {"nameIdentifiers": [{"nameIdentifier": "36272", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "S., Mikami", "nameLang": "en"}]}, {"nameIdentifiers": [{"nameIdentifier": "36273", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Y., Ogura", "nameLang": "en"}]}, {"nameIdentifiers": [{"nameIdentifier": "36274", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "H., Uchida", "nameLang": "en"}]}, {"nameIdentifiers": [{"nameIdentifier": "36275", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Y., Uchibori", "nameLang": "en"}]}]}, "item_3_publisher_212": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "社団法人 土木学会"}]}, "item_3_select_195": {"attribute_name": "著者版フラグ", "attribute_value_mlt": [{"subitem_select_item": "publisher"}]}, "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": "36266", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "三上, 修一", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "44832", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "30113715", "nameIdentifierScheme": "KAKEN", "nameIdentifierURI": "https://nrid.nii.ac.jp/ja/nrid/1000030113715 "}]}, {"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", "download_preview_message": "", "file_order": 0, "filename": "8668475-5.pdf", "filesize": [{"value": "860.8 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 860800.0, "url": {"label": "8668475-5.pdf", "url": "https://kitami-it.repo.nii.ac.jp/record/7139/files/8668475-5.pdf"}, "version_id": "ea4cd58d-daf4-45ce-9aa0-16c64078ab90"}]}, "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": "資源タイプ", "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": "1", "path": ["86"], "permalink_uri": "https://kitami-it.repo.nii.ac.jp/records/7139", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2007-05-09"}, "publish_date": "2007-05-09", "publish_status": "0", "recid": "7139", "relation": {}, "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_shared_id": -1}