{"_buckets": {"deposit": "a498a16d-4b83-4a91-a84e-1978bc1a79d9"}, "_deposit": {"id": "5141", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "5141"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00005141", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2001"}, "bibliographicIssueNumber": "654", "bibliographicPageEnd": "215", "bibliographicPageStart": "209", "bibliographicVolumeNumber": "67", "bibliographic_titles": [{"bibliographic_title": "日本機械学会論文集（A編）", "bibliographic_titleLang": "ja"}, {"bibliographic_title": "Nihon Kikai Gakkai Ronbunshu, A Hen/Transactions of the Japan Society of Mechanical Engineers, Part A", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "The aged piping of a nuclear power plant has possibility to have some defects such as SCC cracks and local thinning. In order to evaluate tolerance limit of the degraded piping, a series of large scale four-point bending, low cycle fatigue tests for the degraded pipes were carried out as a part of the \"Aged Piping Committee\" project sponsored by National Research Institute for Earth Science and Disaster Prevention. The purpose of the study in this paper is to estalish analytical approaches by which the failure behaviors of the locally thin-walled piping can be simulated well against seismic loading. The summary of results obtained through the present study is as follows. Fully three dimensional elasto-plastic analyses have been carried out for the locally thin-walled piping by using ABAQUS. It has been found that the ratcheting or ovaling/buckling behaviors observed in the experiment can be simulated well through the finite element analysis.", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "Japan Society of Mechanical Engineers", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.1299/kikaia.67.209"}}]}, "item_10001_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "0387-5008", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "白鳥正樹", "creatorNameLang": "ja"}, {"creatorName": "Masaki Shiratori", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "矢倉武蔵", "creatorNameLang": "ja"}, {"creatorName": "Musashi Yakura", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "小笠原永久", "creatorNameLang": "ja"}, {"creatorName": "Nagahisa Ogasawara", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "中村いずみ", "creatorNameLang": "ja"}, {"creatorName": "Izumi Nakamura", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "大谷章仁", "creatorNameLang": "ja"}, {"creatorName": "Akihito Otani", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_title": "局所的減肉部を有する配管の耐震裕度評価に関する解析的研究", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "局所的減肉部を有する配管の耐震裕度評価に関する解析的研究", "subitem_title_language": "ja"}, {"subitem_title": "Failure analysis of degraded piping against seismic loading", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/5141", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "5141", "relation": {}, "relation_version_is_last": true, "title": ["局所的減肉部を有する配管の耐震裕度評価に関する解析的研究"], "weko_shared_id": -1}