{"_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"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/5706", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "5706", "relation": {}, "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_shared_id": -1}