{"_buckets": {"deposit": "cc859dbc-739b-4b72-923f-5bfa4c6c5a6a"}, "_deposit": {"id": "4067", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "4067"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00004067", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2009-04"}, "bibliographicIssueNumber": "5", "bibliographicPageEnd": "654", "bibliographicPageStart": "635", "bibliographicVolumeNumber": "38", "bibliographic_titles": [{"bibliographic_title": "EARTHQUAKE ENGINEERING \u0026 STRUCTURAL DYNAMICS", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "A new framework is presented for analysis of dynamic collapse behavior of steel frames using large-scale parallel finite element method based on the domain decomposition method. The analysis software is based on ADVC as a part of the E-Simulator that takes advantage of recent development of computer science and high-performance parallel computing in computational mechanics. By making an analysis model with fine meshing, a complicated sequence of local buckling of columns and beams can be simulated. Numerical results are shown for dynamic collapse analysis of single-story and 5-story frame models to show that the global and local behaviors are simultaneously simulated by a high-precision finite element analysis. Eigenvalue analysis is also carried out for a 31-story frame to demonstrate that dynamic analysis can be carried out for a structure discretized to solid elements with more than 70 million DOFs. Copyright (C) 2009 John Wiley \u0026 Sons, Ltd.", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "JOHN WILEY \u0026 SONS LTD", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.1002/eqe.900"}}]}, "item_10001_source_id_9": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "1096-9845", "subitem_source_identifier_type": "EISSN"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Makoto Ohsaki", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Tomoshi Miyamura", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Masayuki Kohiyama", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Muneo Hori", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Hirohisa Noguchi", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Hiroshi Akiba", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Koichi Kajiwara", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Tatsuhiko Ine", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_title": "High-precision finite element analysis of elastoplastic dynamic responses of super-high-rise steel frames", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "High-precision finite element analysis of elastoplastic dynamic responses of super-high-rise steel frames", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/4067", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "4067", "relation": {}, "relation_version_is_last": true, "title": ["High-precision finite element analysis of elastoplastic dynamic responses of super-high-rise steel frames"], "weko_shared_id": -1}