{"_buckets": {"deposit": "b10939d1-2d36-47f0-8b45-87705d1472c2"}, "_deposit": {"id": "4791", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "4791"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00004791", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2002", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "1", "bibliographicPageEnd": "16", "bibliographicPageStart": "7", "bibliographicVolumeNumber": "445", "bibliographic_titles": [{"bibliographic_title": "American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "A series of finite element analyses has been carried out in order to investigate the failure behaviors of degraded bent pipes with local thinning against seismic loading. The sensitivity of such parameters as the residual thickness, locations and width of the local thinning to the failure modes such as ovaling and local buckling and to the low cycle fatigue damage has been studied. It has been found that this approach is useful to make a reasonable experimental plan, which has to be carried out under the condition of limited cost and limited period.", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.1115/PVP2002-1391"}}]}, "item_10001_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "0277-027X", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Masaki Shiratori", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Yoji Ochi", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Izumi Nakamura", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Akihito Otani", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_title": "Failure analysis of thinned wall elbows under excessive seismic loading", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "Failure analysis of thinned wall elbows under excessive seismic loading", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/4791", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "4791", "relation": {}, "relation_version_is_last": true, "title": ["Failure analysis of thinned wall elbows under excessive seismic loading"], "weko_shared_id": -1}