{"created":"2023-03-31T08:16:00.102456+00:00","id":5991,"links":{},"metadata":{"_buckets":{"deposit":"2a0e8b03-422e-48e9-9140-78cc2030bcc0"},"_deposit":{"created_by":10,"id":"5991","owners":[10],"pid":{"revision_id":0,"type":"depid","value":"5991"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00005991","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2020-07-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"773","bibliographicPageEnd":"898","bibliographicPageStart":"891","bibliographicVolumeNumber":"85","bibliographic_titles":[{"bibliographic_title":"Journal of Structural and Construction Engineering","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this study, accuracy of the ceiling collapse simulation was improved, and reproduction analysis of the shake-table test of a gymnasium with suspended ceilings was conducted. The eccentricity of hangers was introduced into the suspended ceiling model and detachment conditions of joint metal were improved. The numerical results showed that the response of the model and area of collapsed ceilings were in good agreement with the experimental results. In addition, additional forces exerted on the joint metals due to the buckling of suspended bolts and the vertical vibration of the ceilings caused by the eccentricity were investigated.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Architectural Institute of Japan","subitem_publisher_language":"en"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.3130/aijs.85.891"}}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1881-8153","subitem_source_identifier_type":"ISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Hiroyuki Omura","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Takuzo Yamashita","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Daigoro Isobe","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_title":"Improvement of suspended ceiling collapse simulation and numerical investigation on the collapse mechanism","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Improvement of suspended ceiling collapse simulation and numerical investigation on the collapse mechanism","subitem_title_language":"en"}]},"item_type_id":"40001","owner":"10","path":["1670839190650"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2024-07-22"},"publish_date":"2024-07-22","publish_status":"0","recid":"5991","relation_version_is_last":true,"title":["Improvement of suspended ceiling collapse simulation and numerical investigation on the collapse mechanism"],"weko_creator_id":"10","weko_shared_id":-1},"updated":"2024-07-22T01:17:08.348253+00:00"}