{"_buckets": {"deposit": "a774b603-30c4-4df8-97c5-f5101c95d572"}, "_deposit": {"id": "3170", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "3170"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00003170", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2005", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "0", "bibliographicPageEnd": "328", "bibliographicPageStart": "323", "bibliographicVolumeNumber": "2005", "bibliographic_titles": [{"bibliographic_title": "「運動と振動の制御」シンポジウム講演論文集", "bibliographic_titleLang": "ja"}, {"bibliographic_title": "The Proceedings of the Symposium on the Motion and Vibration Control", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "In a hybrid seismic experimental method, a loading test of a part of the examined structure and a vibration analysis of the other part are executed simultaneously while the boundary conditions accord. This enables full-scale seismic tests of a large-scale structure. We have created an improved method by adopting a general-purpose nonlinear finite element analysis tool for vibration analysis to deal with various material properties, exciting conditions, and complex structures. Moreover, we visualized synthesized information acquired from analysis and a loading test to understand the response of the whole structure. We used a three-degree-of-freedom exciting system to conduct a series of excitations of a piping system comprised of supports, valves, a branch pipe, and bend pipes. As a result of these verification tests, we confirmed that errors in the maximum load and displacement were less than 5% compared with results of numerical analyses of a whole structure.", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "In a hybrid seismic experimental method, a loading test of a part of the examined structure and a vibration analysis of the other part are executed simultaneously while the boundary conditions accord. This enables full-scale seismic tests of a large-scale structure. We have created an improved method by adopting a general-purpose nonlinear finite element analysis tool for vibration analysis to deal with various material properties, exciting conditions, and complex structures. Moreover, we visualized synthesized information acquired from analysis and a loading test to understand the response of the whole structure. We used a three-degree-of-freedom exciting system to conduct a series of excitations of a piping system comprised of supports, valves, a branch pipe, and bend pipes. As a result of these verification tests, we confirmed that errors in the maximum load and displacement were less than 5% compared with results of numerical analyses of a whole structure.", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "一般社団法人 日本機械学会", "subitem_publisher_language": "ja"}, {"subitem_publisher": "The Japan Society of Mechanical Engineers", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.1299/jsmemovic.2005.9.323"}}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "堂薗 美礼", "creatorNameLang": "ja"}, {"creatorName": "DOZONO Yoshihiro", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "福山 満由美", "creatorNameLang": "ja"}, {"creatorName": "Fukuyama Mayumi", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "堀内 敏彦", "creatorNameLang": "ja"}, {"creatorName": "Horiuchi Toshihiko", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "今野 隆雄", "creatorNameLang": "ja"}, {"creatorName": "Konno Takao", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "酒井 理哉", "creatorNameLang": "ja"}, {"creatorName": "Sakai Michiya", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "大友 敬三", "creatorNameLang": "ja"}, {"creatorName": "Ohtomo Keizo", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "萩原 豊", "creatorNameLang": "ja"}, {"creatorName": "Hagiwara Yutaka", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_title": "B30 非線形有限要素解析と載荷試験の連携によるハイブリッド耐震試験手法の検証実験(OS3-3 振動試験手法II)", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "B30 非線形有限要素解析と載荷試験の連携によるハイブリッド耐震試験手法の検証実験(OS3-3 振動試験手法II)", "subitem_title_language": "ja"}, {"subitem_title": "B30 Verification for a New Hybrid Seismic Experimental Method Combining Nonlinear Finite Element Analysis and Loading Test", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/3170", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "3170", "relation": {}, "relation_version_is_last": true, "title": ["B30 非線形有限要素解析と載荷試験の連携によるハイブリッド耐震試験手法の検証実験(OS3-3 振動試験手法II)"], "weko_shared_id": -1}