{"created":"2023-03-31T02:03:22.590271+00:00","id":4788,"links":{},"metadata":{"_buckets":{"deposit":"940c4f61-5a1c-42f3-8da4-f4f7cc875059"},"_deposit":{"id":"4788","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"4788"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00004788","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2020-04-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicVolumeNumber":"142","bibliographic_titles":[{"bibliographic_title":"Journal of Pressure Vessel Technology","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"<title>Abstract</title>\n A Code Case in the framework of the Nuclear Codes and Standards of Japan Society of Mechanical Engineers (JSME) has been published to incorporate seismic design evaluation methodologies for piping systems by detailed inelastic response analysis and strain-based fatigue criteria as an alternative design rule to the current rule, in order to provide a more rational seismic design evaluation by taking directly the response reduction due to plasticity energy absorption into account. The Code Case provides two strain-based criteria: one is a limit to maximum amplitude of equivalent strain amplitude derived from detailed analysis and the other is a limit to the fatigue usage factor also based on the equivalent strain amplitude. Some discussions are provided on the adequacy of additional damping in the simplified inelastic analysis and the safety margin and reliability of fatigue evaluation by the detailed inelastic response analysis provided in the Code Case.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"ASME International","subitem_publisher_language":"en"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.1115/1.4045674"}}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1528-8978","subitem_source_identifier_type":"EISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Masaki Morishita","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Akihito Otani","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Izumi Nakamura","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Tomoyoshi Watakabe","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Tadahiro Shibutani","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Masaki Shiratori","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_title":"A JSME Code Case on Piping Seismic Design Based on Inelastic Response Analysis and Strain-Based Fatigue Criteria","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"A JSME Code Case on Piping Seismic Design Based on Inelastic Response Analysis and Strain-Based Fatigue Criteria","subitem_title_language":"en"}]},"item_type_id":"40001","owner":"1","path":["1670839190650"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2023-03-30"},"publish_date":"2023-03-30","publish_status":"0","recid":"4788","relation_version_is_last":true,"title":["A JSME Code Case on Piping Seismic Design Based on Inelastic Response Analysis and Strain-Based Fatigue Criteria"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-06-08T06:10:00.010300+00:00"}