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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)
https://nied-repo.bosai.go.jp/records/3170
https://nied-repo.bosai.go.jp/records/317070074ae7-3f9e-4546-a3ab-bac4a5d60c73
| Item type | researchmap(1) | |||||||||||||||||||||||||||||||||
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| 公開日 | 2023-03-30 | |||||||||||||||||||||||||||||||||
| タイトル | ||||||||||||||||||||||||||||||||||
| 言語 | ja | |||||||||||||||||||||||||||||||||
| タイトル | 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) | |||||||||||||||||||||||||||||||||
| タイトル | ||||||||||||||||||||||||||||||||||
| 言語 | en | |||||||||||||||||||||||||||||||||
| タイトル | B30 Verification for a New Hybrid Seismic Experimental Method Combining Nonlinear Finite Element Analysis and Loading Test | |||||||||||||||||||||||||||||||||
| 言語 | ||||||||||||||||||||||||||||||||||
| 言語 | jpn | |||||||||||||||||||||||||||||||||
| 著者 |
堂薗 美礼
× 堂薗 美礼
× 福山 満由美
× 堀内 敏彦
× 今野 隆雄
× 酒井 理哉
× 大友 敬三
× 萩原 豊
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| 抄録 | ||||||||||||||||||||||||||||||||||
| 内容記述タイプ | Other | |||||||||||||||||||||||||||||||||
| 内容記述 | 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. | |||||||||||||||||||||||||||||||||
| 言語 | ja | |||||||||||||||||||||||||||||||||
| 抄録 | ||||||||||||||||||||||||||||||||||
| 内容記述タイプ | Other | |||||||||||||||||||||||||||||||||
| 内容記述 | 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. | |||||||||||||||||||||||||||||||||
| 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. 323-328, 発行日 2005 |
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| 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.2005.9.323 | |||||||||||||||||||||||||||||||||
