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大型震動台実験に基づくS造中層建物の振動特性の分析
https://nied-repo.bosai.go.jp/records/5703
https://nied-repo.bosai.go.jp/records/5703881581d4-5ea2-4372-ab9a-0bc9838b5efa
| 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 | 大型震動台実験に基づくS造中層建物の振動特性の分析 | |||||||||||||||||||||||||
| タイトル | ||||||||||||||||||||||||||
| 言語 | en | |||||||||||||||||||||||||
| タイトル | A study on vibration characteristics of steel medium-rise buildings based on large shaking table tests | |||||||||||||||||||||||||
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| 言語 | eng | |||||||||||||||||||||||||
| 著者 |
東城 峻樹
× 東城 峻樹
× 中村 尚弘
× 佐武 直紀
× 土佐内 優介
× 梶原 浩一
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| 抄録 | ||||||||||||||||||||||||||
| 内容記述タイプ | Other | |||||||||||||||||||||||||
| 内容記述 | Natural period and damping ratio are important values in seismic design. Recently, many of the findings for these values have beenobtained from earthquake observation records. However, the observation records of buildings are affected by the soil?structureinteraction. Therefore, only the characteristics of the building structure are unclear. This study focused on the structural vibrationcharacteristics by using the records of large shaking table tests. Steel specimens subjected to strong input motion were studied, andthe experimental data were analyzed using the ARX model. Moreover, the effects of the experienced largest deformation on thevibration characteristics were investigated. | |||||||||||||||||||||||||
| 言語 | ja | |||||||||||||||||||||||||
| 抄録 | ||||||||||||||||||||||||||
| 内容記述タイプ | Other | |||||||||||||||||||||||||
| 内容記述 | Natural period and damping ratio are important values in seismic design. Recently, many of the findings for these values have been obtained from earthquake observation records. However, the observation records of buildings are affected by the soil-structure interaction. Therefore, only the characteristics of the building structure are unclear. This study focused on the structural vibration characteristics by using the records of large shaking table tests. Steel specimens subjected to strong input motion were studied, and the experimental data were analyzed using the ARX model. Moreover, the effects of the experienced largest deformation on the vibration characteristics were investigated. | |||||||||||||||||||||||||
| 言語 | en | |||||||||||||||||||||||||
| 書誌情報 |
ja : 日本建築学会構造系論文集 en : Journal of Structural and Construction Engineering 巻 83, 号 746, p. 565-575, 発行日 2018-04-01 |
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| 出版者 | ||||||||||||||||||||||||||
| 言語 | ja | |||||||||||||||||||||||||
| 出版者 | 日本建築学会 | |||||||||||||||||||||||||
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| 言語 | en | |||||||||||||||||||||||||
| 出版者 | Architectural Institute of Japan | |||||||||||||||||||||||||
| ISSN | ||||||||||||||||||||||||||
| 収録物識別子タイプ | ISSN | |||||||||||||||||||||||||
| 収録物識別子 | 1881-8153 | |||||||||||||||||||||||||
| DOI | ||||||||||||||||||||||||||
| 関連識別子 | 10.3130/aijs.83.565 | |||||||||||||||||||||||||