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2001年芸予地震記録による地盤と建物の応答特性
https://it-hiroshima.repo.nii.ac.jp/records/630
https://it-hiroshima.repo.nii.ac.jp/records/6308678d455-ca72-4e80-b8d4-4c24cd08672b
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
kenkyuhen36177.pdf (1.1 MB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 公開日 | 2023-03-30 | |||||||||||
| タイトル | ||||||||||||
| タイトル | 2001年芸予地震記録による地盤と建物の応答特性 | |||||||||||
| タイトル | ||||||||||||
| タイトル | Characteristics of Ground Motions and Building Responses Recorded during the 2001 Geiyo Earthquake | |||||||||||
| 言語 | en | |||||||||||
| 言語 | ||||||||||||
| 言語 | jpn | |||||||||||
| キーワード | ||||||||||||
| 主題Scheme | Other | |||||||||||
| 主題 | Seismic observation | |||||||||||
| キーワード | ||||||||||||
| 主題Scheme | Other | |||||||||||
| 主題 | Digital strong-seismograph | |||||||||||
| キーワード | ||||||||||||
| 主題Scheme | Other | |||||||||||
| 主題 | Ground motion | |||||||||||
| キーワード | ||||||||||||
| 主題Scheme | Other | |||||||||||
| 主題 | Building response | |||||||||||
| 資源タイプ | ||||||||||||
| 資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||||||||
| 資源タイプ | departmental bulletin paper | |||||||||||
| 著者 |
野添, 久視
× 野添, 久視
× Nozoe, Hisashi
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| 抄録 | ||||||||||||
| 内容記述タイプ | Abstract | |||||||||||
| 内容記述 | Seismic observation was carried out in the campus of the Hiroshima institute of technology. The vibration of the building and the ground motion were recorded during the 2001 Geiyo earthquake. The comparisons of seismograms obtained by the three accelerometers are performed by the spectrum analysis. A summary of the recorded results is presented as follows: 1) The horizontal component is excited by the third mode of the building and the vertical component becomes large at the natural frequency due to the vibration of the roof floor-girder. The horizontally and vertically natural frequency in the Geiyo earthquake becomes 0.7~0.8 times and 0.8~0.9 times that in the past small earthquakes, respectively. 2) As the characteristics of ground motions due to a basement, the horizontal component is shown as the surface deposit hardening. From comparison with the results of the past small earthquakes, the surface deposit is softening 1/1.25 times due to the Geiyo earthquake. | |||||||||||
| 書誌情報 |
広島工業大学紀要. 研究編 巻 36, p. 177-183, 発行日 2002 |
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| 出版者 | ||||||||||||
| 出版者 | 広島工業大学 | |||||||||||
| ISSN | ||||||||||||
| 収録物識別子タイプ | ISSN | |||||||||||
| 収録物識別子 | 13469975 | |||||||||||
| 書誌レコードID | ||||||||||||
| 収録物識別子タイプ | NCID | |||||||||||
| 収録物識別子 | AA11599110 | |||||||||||
| フォーマット | ||||||||||||
| 内容記述タイプ | Other | |||||||||||
| 内容記述 | application/pdf | |||||||||||
| 著者版フラグ | ||||||||||||
| 出版タイプ | VoR | |||||||||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||||
| 日本十進分類法 | ||||||||||||
| 主題Scheme | NDC | |||||||||||
| 主題 | 524.9 | |||||||||||
