{"created":"2023-03-31T02:39:45.489698+00:00","id":5706,"links":{},"metadata":{"_buckets":{"deposit":"5fb2bc4e-2857-489e-9b09-8e156200c2d2"},"_deposit":{"id":"5706","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"5706"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00005706","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2019-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"755","bibliographicPageEnd":"49","bibliographicPageStart":"39","bibliographicVolumeNumber":"84","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文集","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of Structural and Construction Engineering","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"c 2019 Architectural Institute of Japan. All rights reserved. A high fidelity solid element mesh of a 31 -story super-highrise building frame is generated. A concept of a mesh generator for steel frames using a database of solid element component meshes is proposed. The seismic response analysis is conducted for the 31-story super-highrise frame subjected to a simulated ground motion of great Nankai Trough earthquakes that continues more than two minutes. The analysis is performed on K computer using a parallel finite element structural analysis system, E-Simulator. Both local behaviors such as spreads of equivalent plastic strain and global behaviors such as plastic deformation of the entire structure are simulated.","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":"10.3130/aijs.84.39"}}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1881-8153","subitem_source_identifier_type":"EISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"宮村倫司","creatorNameLang":"ja"},{"creatorName":"Tomoshi Miyamura","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"大崎純","creatorNameLang":"ja"},{"creatorName":"Makoto Ohsaki","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"梶原浩一","creatorNameLang":"ja"},{"creatorName":"Koichi Kajiwara","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_title":"ソリッド要素でモデル化した超高層鋼構造骨組の地震応答解析 南海トラフ地震模擬地震動による2分以上の揺れの解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"ソリッド要素でモデル化した超高層鋼構造骨組の地震応答解析 南海トラフ地震模擬地震動による2分以上の揺れの解析","subitem_title_language":"ja"},{"subitem_title":"Seismic response analysis of super-highrise steel building frame modeled using solid elements","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":"5706","relation_version_is_last":true,"title":["ソリッド要素でモデル化した超高層鋼構造骨組の地震応答解析 南海トラフ地震模擬地震動による2分以上の揺れの解析"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-06-08T09:28:41.835180+00:00"}