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A New Method for Propagation Analysis of Earthquake Waves in Damaged Buildings : Evolutionary Normalized Input-Output Minimization (NIOM)
https://sucra.repo.nii.ac.jp/records/14367
https://sucra.repo.nii.ac.jp/records/14367f3980340-d9a9-41e8-8174-2fd12c0a3e1c
名前 / ファイル | ライセンス | アクション |
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A1004182.pdf (778.2 kB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2009-09-17 | |||||
タイトル | ||||||
タイトル | A New Method for Propagation Analysis of Earthquake Waves in Damaged Buildings : Evolutionary Normalized Input-Output Minimization (NIOM) | |||||
言語 | ||||||
言語 | eng | |||||
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 | journal article | |||||
著者 |
Oyunchimeg, Mendbayar
× Oyunchimeg, Mendbayar× 川上, 英二 |
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著者 ローマ字 | ||||||
Oyunchimeg, Mendbayar | ||||||
著者 ローマ字 | ||||||
Kawakami, Hideji | ||||||
著者 所属 | ||||||
著者 所属 | ||||||
埼玉大学地圏科学研究センター | ||||||
著者 所属(別言語) | ||||||
Department of Civil and Environmental Engineering, Saitama University | ||||||
著者 所属(別言語) | ||||||
Geosphere Research Institute of Saitama University | ||||||
書誌情報 |
Journal of Asian architecture and building engineering 巻 2, 号 1, p. 9-16, 発行日 2003 |
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年月次 | ||||||
2003-5 | ||||||
出版者名 | ||||||
出版者 | 社団法人日本建築学会 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 13467581 | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | We have developed a new method for wave-propagation analysis-called evolutionary normalized input output minimization (NIOM)-that models time-variant wave propagation by considering the time-variant statistical correlation between the strong motions recorded at different levels in the building. The NIOM results for actual damaged and undamaged buildings (which experienced the 1994 Northridge earthquake or the 1971 San Fernando earthquake), as well as those from an analytical elastic building model, were compared. All of these results showed two clear peaks that correspond to the incident and reflected waves propagating through the building in the vertical direction. The wave travel time was determined from these two peaks. In the case of the damaged buildings, the travel time increased during the earthquake; however, in the cases of the undamaged buildings and the elastic model, it remained almost constant during the earthquake. It was found that the change in the travel time is related to the change in the structural properties and to the degree of damage to a building. These results show that evolutionary NIOM is an effective new method for investigating the change in structural properties and the damage to buildings. | |||||
注記 | ||||||
内容記述タイプ | Other | |||||
内容記述 | rights: 社団法人日本建築学会 rights: 本文データは学協会の許諾に基づきCiNiiから複製したものである relation: IsVersionOf: http://ci.nii.ac.jp/naid/110006345684/ |
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版 | ||||||
[出版社版] | ||||||
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 | |||||
資源タイプ | ||||||
内容記述タイプ | Other | |||||
内容記述 | text | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
作成日 | ||||||
日付 | 2009-09-17 | |||||
日付タイプ | Created | |||||
アイテムID | ||||||
A1004182 |