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2004年新潟県中越地震で発生した地震動と建物被害の対応性
http://hdl.handle.net/10191/18412
http://hdl.handle.net/10191/184128792212d-3ae1-4eb9-991f-4328ec062ed1
名前 / ファイル | ライセンス | アクション |
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2012-06-05 | |||||
タイトル | ||||||
タイトル | 2004年新潟県中越地震で発生した地震動と建物被害の対応性 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | 2004年新潟県中越地震で発生した地震動と建物被害の対応性 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 2004年新潟県中越地震 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 地震動の破壊力指標 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 地震被害調査 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 建物被害率 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 被害関数 | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | journal article | |||||
その他のタイトル | ||||||
その他のタイトル | Correspondence of strong ground motions occurred in the 2004 Niigata-Chuetsu Earthquake with damage to buildings | |||||
著者 |
境, 有紀
× 境, 有紀× 中村, 友紀子× 大月, 俊典× 小杉, 慎司 |
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著者別名 | ||||||
識別子 | 46920 | |||||
識別子Scheme | WEKO | |||||
姓名 | Sakai, Yuki | |||||
著者別名 | ||||||
識別子 | 46921 | |||||
識別子Scheme | WEKO | |||||
姓名 | Nakamura, Yukiko | |||||
著者別名 | ||||||
識別子 | 46922 | |||||
識別子Scheme | WEKO | |||||
姓名 | Otsuki, Toshinori | |||||
著者別名 | ||||||
識別子 | 46923 | |||||
識別子Scheme | WEKO | |||||
姓名 | Kosugi, Shinji | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | We investigated the 2004 Niigata-Chuetsu earthquake, where we have both strong ground motion records and building damage data, examining correlation between various indices of seismic destructive power and building damage. We confirmed that the average elastic velocity response in the period range of 1 to 2s with a damping factor of 0.05 which one of the authors proposed as an optimum destructive power index of strong ground motion for predicting building damage has close correlation with actual damage to buildings also in the case of the 2004 Niigata-Chuetsu earthquake. The period range is based on the equivalent periods that are calculated for buildings with typical elastic periods considering inelastic elongation. A vulnerability function of wooden houses for same seismic intensity in the case of the 2004 Niigata-Chuetsu earthquake was smaller compared to that in the case of previous earthquake, such as the 1995 Hyogoken-Nanbu earthquake. | |||||
書誌情報 |
日本建築学会構造系論文集 en : 日本建築学会構造系論文集 巻 601, p. 69-73, 発行日 2006-03 |
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出版者 | ||||||
出版者 | 日本建築学会 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 13404202 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN10438559 | |||||
権利 | ||||||
権利情報 | 社団法人日本建築学会 | |||||
権利 | ||||||
権利情報 | 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 | |||||
著者版フラグ | ||||||
値 | publisher | |||||
異版である | ||||||
関連タイプ | isVersionOf | |||||
識別子タイプ | URI | |||||
関連識別子 | http://ci.nii.ac.jp/naid/110004839923 |