{"_buckets": {"deposit": "39a2d89a-97c8-4159-ae30-3f32574c384f"}, "_deposit": {"created_by": 3, "id": "8989", "owners": [3], "pid": {"revision_id": 0, "type": "depid", "value": "8989"}, "status": "published"}, "_oai": {"id": "oai:kanazawa-u.repo.nii.ac.jp:00008989", "sets": ["936"]}, "author_link": ["12777", "308", "12778", "149", "12775", "12776"], "item_4_biblio_info_8": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2012-01-01", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "249", "bibliographicPageStart": "237", "bibliographicVolumeNumber": "58A", "bibliographic_titles": [{"bibliographic_title": "構造工学論文集 Ａ = Journal of Structural Engineering. A"}]}]}, "item_4_description_21": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "The countermeasures work by reinforcing method with overlaid concrete was executed in the object bridge where the ground vibration problem was occurred. By these measures construction, it was confirmed that the ground vibration near the bridge decreased 3-5dB. According to the results of the dynamic response analysis under the running vehicle and the examination, the ground vibrations near the bridge were influenced by the road roughness at the object abutment. Therefore this study investigated the relation between the IRI_10 using the road roughness at the abutment and the vibration level of the ground vibration near the bridge.", "subitem_description_type": "Abstract"}]}, "item_4_description_22": {"attribute_name": "内容記述", "attribute_value_mlt": [{"subitem_description": "出版者照会後に全文公開", "subitem_description_type": "Other"}]}, "item_4_publisher_17": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "Japan Society of Civil Engineers = 土木学会"}]}, "item_4_relation_12": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type": "isIdenticalTo", "subitem_relation_type_id": {"subitem_relation_type_id_text": "10.11532/structcivil.58A.237", "subitem_relation_type_select": "DOI"}}]}, "item_4_relation_28": {"attribute_name": "関連URI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "https://www.jstage.jst.go.jp/browse/structcivil/-char/ja/", "subitem_relation_type_select": "URI"}}, {"subitem_relation_type_id": {"subitem_relation_type_id_text": "http://www.jsce.or.jp/", "subitem_relation_type_select": "URI"}}]}, "item_4_rights_23": {"attribute_name": "権利", "attribute_value_mlt": [{"subitem_rights": "Copyright © 2012 by Japan Society of Civil Engineers 土木学会"}]}, "item_4_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "1881-820X", "subitem_source_identifier_type": "ISSN"}]}, "item_4_version_type_25": {"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": [{"creatorNames": [{"creatorName": "浜, 博和"}], "nameIdentifiers": [{"nameIdentifier": "12775", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "深田, 宰史"}], "nameIdentifiers": [{"nameIdentifier": "308", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "10313686", "nameIdentifierScheme": "e-Rad", "nameIdentifierURI": "https://kaken.nii.ac.jp/ja/search/?qm=10313686"}, {"nameIdentifier": "10313686", "nameIdentifierScheme": "金沢大学研究者情報", "nameIdentifierURI": "http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=10313686"}, {"nameIdentifier": "10313686", "nameIdentifierScheme": "研究者番号", "nameIdentifierURI": "https://nrid.nii.ac.jp/nrid/1000010313686"}]}, {"creatorNames": [{"creatorName": "阿川, 清隆"}], "nameIdentifiers": [{"nameIdentifier": "12776", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "岡田, 裕行"}], "nameIdentifiers": [{"nameIdentifier": "12777", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "梶川, 康男"}], "nameIdentifiers": [{"nameIdentifier": "149", "nameIdentifierScheme": "WEKO"}, {"nameIdentifier": "00089476", "nameIdentifierScheme": "e-Rad", "nameIdentifierURI": "https://kaken.nii.ac.jp/ja/search/?qm=00089476"}, {"nameIdentifier": "00089476", "nameIdentifierScheme": "研究者番号", "nameIdentifierURI": "https://nrid.nii.ac.jp/nrid/1000000089476"}]}, {"creatorNames": [{"creatorName": "樅山, 好幸"}], "nameIdentifiers": [{"nameIdentifier": "12778", "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": "2017-10-03"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "TE-PR-FUKADA-S-239.pdf", "filesize": [{"value": "977.1 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 977100.0, "url": {"label": "TE-PR-FUKADA-S-239.pdf", "url": "https://kanazawa-u.repo.nii.ac.jp/record/8989/files/TE-PR-FUKADA-S-239.pdf"}, "version_id": "1063edf4-70f9-45ec-a903-5d6f8bb74273"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "ground vibration", "subitem_subject_scheme": "Other"}, {"subitem_subject": "reinforcing method with overlaid concrete,", "subitem_subject_scheme": "Other"}, {"subitem_subject": "IRI", "subitem_subject_scheme": "Other"}, {"subitem_subject": "地盤振動", "subitem_subject_scheme": "Other"}, {"subitem_subject": "上面増厚補強", "subitem_subject_scheme": "Other"}, {"subitem_subject": "国際ラフネス指数", "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": "RC中空床版橋周辺の地盤振動対策と路面評価", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "RC中空床版橋周辺の地盤振動対策と路面評価"}, {"subitem_title": "Ground vibration measures and road evaluation for the RC hollow slab bridge", "subitem_title_language": "en"}]}, "item_type_id": "4", "owner": "3", "path": ["936"], "permalink_uri": "http://hdl.handle.net/2297/36981", "pubdate": {"attribute_name": "公開日", "attribute_value": "2017-10-03"}, "publish_date": "2017-10-03", "publish_status": "0", "recid": "8989", "relation": {}, "relation_version_is_last": true, "title": ["RC中空床版橋周辺の地盤振動対策と路面評価"], "weko_shared_id": -1}