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1984年長野県西部地震による構造物の被害
http://hdl.handle.net/2297/12166
http://hdl.handle.net/2297/121661744c893-c1ba-491f-b943-5dcb147848f6
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
TE-PR-KITAURA-M-1-1985.pdf (1.6 MB)
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| Item type | 学術雑誌論文 / Journal Article(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2017-10-03 | |||||
| タイトル | ||||||
| タイトル | 1984年長野県西部地震による構造物の被害 | |||||
| タイトル | ||||||
| タイトル | Damage of Structures due to the Western Nagano Prefecture Earthquake of 1984 | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| 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 |
北浦, 勝
× 北浦, 勝× 宮島, 昌克× 池本, 敏和 |
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| 提供者所属 | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | 金沢大学理工研究域環境デザイン学系 | |||||
| 書誌情報 |
自然災害科学 = Journal of Japan Society for Natural Disaster Science 巻 4, 号 2, p. 1-11, 発行日 1985-12-28 |
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| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 0286-6021 | |||||
| NCID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN10165274 | |||||
| 出版者 | ||||||
| 出版者 | 日本自然災害学会 | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | The Western Nagano Prefecture earthquake of September 14,1984 with magnitude 6.8 on J.M.A. (Japan Meteorological Agency) scale occurred near Ohtaki village in Kiso District (137.5°E, 35.8°N). The earthquake caused the debris avalanches and the slope failures in a large scale. The damage due to those has been reported by many investigators. This paper deals with the damage of structures due to ground motion itself. Through the investigation of tombstone overturn and the measurements of aftershocks and microtremors, the authors estimated the dynamic characteristics of strong ground motions due to the main shock and studied the correlation between the damage to the structures and those characteristics. Findings in this paper can be summarized as follows; 1) The characteristics of the main shock at Ohtaki village are supposed that maximum horizontal acceleration is about 400 gals and predominant frequency is relatively high. 2) The damage to wooden building seems comparatively light; mainly fall of the roofing tiles and permanent deformation between the ground still and foundation. 3) As for lifeline systems, electric service was recovered on that day, telephone service and water supply service, however, needed 20 days and 16 days, respectively. And yet such emergency as above ground piping was made for water supply service. | |||||
| 権利 | ||||||
| 権利情報 | 日本自然災害学会；本文データは日本自然災害学会の許諾に基づきCiNiiから複製したものである | |||||
| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
