{"created":"2023-07-27T06:25:10.347873+00:00","id":8361,"links":{},"metadata":{"_buckets":{"deposit":"7f03a1ea-46f8-4916-8f0d-cb0c17d02083"},"_deposit":{"created_by":3,"id":"8361","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8361"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00008361","sets":["934:935:936"]},"author_link":["11688","11686","308","11687"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008-01-01","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"6","bibliographicPageStart":"1","bibliographic_titles":[{"bibliographic_title":"EASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction"}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Noto Peninsula earthquake of magnitude 6.7 occurred near Noto Peninsula in Japan on March 25 2007. Notojima Bridge across Nanao Bay which was completed in 1982 is located about 30 km east-southeast of the epicenter. It is 1050 m long multi-span bridge consisting of 21 spans in which the 10 and 8 spans are simply supported PC girder bridges and the central three spans are a rigid frame PC bridge with pin-connection at the mid-span. Notojima Bridge sustained considerable damage in many RC piers bearing supports and expansion joints. Especially the piers of P10 and P13 in the central portion of the bridge sustained damage asymmetrically in spite of the symmetrical figure of the superstructure and piers. In order to verify unexpected damage the central portion is investigated based on seismic response analysis taking account of the inelastic hysteretic property of piers and the strong-motion data observed near the bridge. It is found that the difference of steel pipe piles between P10 and P13 might affect the asymmetrical damage.","subitem_description_type":"Abstract"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"EASEC-11"}]},"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":"Fukada, Saiji"}],"nameIdentifiers":[{},{},{},{}]},{"creatorNames":[{"creatorName":"Maegawa, Koji"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Sako, H."}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Yamazaki Y."}],"nameIdentifiers":[{}]}]},"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","filename":"TE-PR-FUKADA-S-B02_10.pdf","filesize":[{"value":"565.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"TE-PR-FUKADA-S-B02_10.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/8361/files/TE-PR-FUKADA-S-B02_10.pdf"},"version_id":"9c876a9b-281d-426e-bc56-2c90e9645fd7"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"Seismic response analysis and damage verification of notojima bridge during noto peninsula earthquake","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Seismic response analysis and damage verification of notojima bridge during noto peninsula earthquake"}]},"item_type_id":"4","owner":"3","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"8361","relation_version_is_last":true,"title":["Seismic response analysis and damage verification of notojima bridge during noto peninsula earthquake"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2023-07-27T09:40:03.811242+00:00"}