{"created":"2023-05-15T12:35:56.826402+00:00","id":832,"links":{},"metadata":{"_buckets":{"deposit":"7614de11-c5ea-4ca2-9a44-8072dcd381df"},"_deposit":{"created_by":2,"id":"832","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"832"},"status":"published"},"_oai":{"id":"oai:kutarr.kochi-tech.ac.jp:00000832","sets":["16:19"]},"author_link":["2242","2241","2243"],"item_5_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-03","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicVolumeNumber":"3","bibliographic_titles":[{"bibliographic_title":"Society for Social Management Systems Internet Journal"}]}]},"item_5_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In the sustainable society, reinforced concrete (RC) structure should retain safety performance to the future. In order to keep the safety performance, it is necessary to use the durable material and premeditate maintenance. In this study, the estimation method of the life cycle cost (LCC) was presented. This paper described the estimation methods and the case study for LCC of RC bridge pier. The LCC was calculated in consideration of the seismic and the chloride corrosion risk. The performance deterioration from the risks of the RC structure were predicted in consideration of material and construction method. One RC bridge pier in the road bridge was selected and the service life was set as 100 years.","subitem_description_type":"Abstract"}]},"item_5_publisher_36":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Society for Social Management Systems"}]},"item_5_source_id_11":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2432-552X","subitem_source_identifier_type":"ISSN"}]},"item_5_version_type_19":{"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":"Ito, Hajime"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Obara, Takayuki"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Mishima, Tetsuya"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2019-02-13"}],"displaytype":"detail","filename":"SMS07-115.pdf","filesize":[{"value":"166.4 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"SMS07-115.pdf","url":"https://kutarr.kochi-tech.ac.jp/record/832/files/SMS07-115.pdf"},"version_id":"e785e413-91bc-445c-bd8b-a9bf3f5ea737"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"life cycle cost","subitem_subject_scheme":"Other"},{"subitem_subject":"seismic risk","subitem_subject_scheme":"Other"},{"subitem_subject":"chloride corrosion risk","subitem_subject_scheme":"Other"}]},"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":"conference paper","resourceuri":"http://purl.org/coar/resource_type/c_5794"}]},"item_title":"A Study on Estimation for Life Cycle Cost of RC Bridge Piers","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"A Study on Estimation for Life Cycle Cost of RC Bridge Piers"}]},"item_type_id":"5","owner":"2","path":["19"],"pubdate":{"attribute_name":"公開日","attribute_value":"2018-02-06"},"publish_date":"2018-02-06","publish_status":"0","recid":"832","relation_version_is_last":true,"title":["A Study on Estimation for Life Cycle Cost of RC Bridge Piers"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-15T13:24:45.543784+00:00"}