当サイトでは、より良いサービスを提供するため、クッキーを利用しています。クッキーの使用に同意いただける場合は「同意」ボタンをクリックし、クッキーポリシーについては「詳細を見る」をクリックしてください。詳しくは当サイトの サイトポリシー をご確認ください。

詳細を見る...
ログイン サインアップ
言語:

WEKO3

  • トップ
  • ランキング
To

Field does not validate



インデックスリンク

インデックスツリー

  • RootNode

メールアドレスを入力してください。

WEKO

One fine body…

WEKO

One fine body…

アイテム

{"_buckets": {"deposit": "98b4e98f-e9d3-446d-98d6-dbb7c2c44729"}, "_deposit": {"id": "3169", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "3169"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00003169", "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": "322", "bibliographicPageStart": "317", "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": "Hybrid simulation/testing systems have been developed by incorporating a non-linear finite element method with a pseudo-dynamic test. In order to ensure stability and efficiency for time integration, the incremental formulation of the α-OS method has been implemented on this system. Visualization system has also been developed to observe both numerical simulation for global system and laboratory testing for local parts. Numerical hybrid examinations of a 20 DOF non-linear spring-mass model and a soil structure interaction model have been conducted using this system. As a result, accuracy and effectiveness of this system has been validated.", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "Hybrid simulation/testing systems have been developed by incorporating a non-linear finite element method with a pseudo-dynamic test. In order to ensure stability and efficiency for time integration, the incremental formulation of the α-OS method has been implemented on this system. Visualization system has also been developed to observe both numerical simulation for global system and laboratory testing for local parts. Numerical hybrid examinations of a 20 DOF non-linear spring-mass model and a soil structure interaction model have been conducted using this system. As a result, accuracy and effectiveness of this system has been validated.", "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.2005.9.317"}}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"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"}]}, {"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"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_title": "B29 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開発(OS3-3 振動試験手法II)", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "B29 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開発(OS3-3 振動試験手法II)", "subitem_title_language": "ja"}, {"subitem_title": "B29 Development of Hybrid Seismic Testing System Incorporated with Non-linear Finite Element Analysis", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/3169", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "3169", "relation": {}, "relation_version_is_last": true, "title": ["B29 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開発(OS3-3 振動試験手法II)"], "weko_shared_id": -1}
  1. 防災科研関係論文

B29 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開発(OS3-3 振動試験手法II)

https://nied-repo.bosai.go.jp/records/3169
https://nied-repo.bosai.go.jp/records/3169
b3f9d1b5-eb43-4be6-940f-0084bdf7d031
Item type researchmap(1)
公開日 2023-03-30
タイトル
言語 ja
タイトル B29 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開発(OS3-3 振動試験手法II)
タイトル
言語 en
タイトル B29 Development of Hybrid Seismic Testing System Incorporated with Non-linear Finite Element Analysis
言語
言語 jpn
著者 酒井 理哉

× 酒井 理哉

ja 酒井 理哉

en SAKAI Michiya

Search repository
大友 敬三

× 大友 敬三

ja 大友 敬三

en Ohtomo Keizo

Search repository
萩原 豊

× 萩原 豊

ja 萩原 豊

en Hagiwara Yutaka

Search repository
堂薗 美礼

× 堂薗 美礼

ja 堂薗 美礼

en Dozono Yoshihiro

Search repository
福山 満由美

× 福山 満由美

ja 福山 満由美

en Fukuyama Mayumi

Search repository
堀内 敏彦

× 堀内 敏彦

ja 堀内 敏彦

en Horiuchi Toshihiko

Search repository
今野 隆雄

× 今野 隆雄

ja 今野 隆雄

en Konno Takao

Search repository
抄録
内容記述タイプ Other
内容記述 Hybrid simulation/testing systems have been developed by incorporating a non-linear finite element method with a pseudo-dynamic test. In order to ensure stability and efficiency for time integration, the incremental formulation of the α-OS method has been implemented on this system. Visualization system has also been developed to observe both numerical simulation for global system and laboratory testing for local parts. Numerical hybrid examinations of a 20 DOF non-linear spring-mass model and a soil structure interaction model have been conducted using this system. As a result, accuracy and effectiveness of this system has been validated.
言語 ja
抄録
内容記述タイプ Other
内容記述 Hybrid simulation/testing systems have been developed by incorporating a non-linear finite element method with a pseudo-dynamic test. In order to ensure stability and efficiency for time integration, the incremental formulation of the α-OS method has been implemented on this system. Visualization system has also been developed to observe both numerical simulation for global system and laboratory testing for local parts. Numerical hybrid examinations of a 20 DOF non-linear spring-mass model and a soil structure interaction model have been conducted using this system. As a result, accuracy and effectiveness of this system has been validated.
言語 en
書誌情報 ja : 「運動と振動の制御」シンポジウム講演論文集
en : The Proceedings of the Symposium on the Motion and Vibration Control

巻 2005, 号 0, p. 317-322, 発行日 2005
出版者
言語 ja
出版者 一般社団法人 日本機械学会
出版者
言語 en
出版者 The Japan Society of Mechanical Engineers
DOI
関連識別子 10.1299/jsmemovic.2005.9.317
戻る
0
views
See details
Views

Versions

Ver.1 2023-03-30 09:26:33.211720
Show All versions

エクスポート

OAI-PMH
  • OAI-PMH JPCOAR
  • OAI-PMH DublinCore
  • OAI-PMH DDI
Other Formats
  • JSON
  • BIBTEX

Confirm


Powered by WEKO3

Change consent settings


Powered by WEKO3

Change consent settings