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平成20 年(2008 年)岩手・宮城内陸地震による震源近傍の老朽水利施設被災状況に関する調査
https://doi.org/10.24514/0002001335
https://doi.org/10.24514/0002001335c4c90808-01a3-45df-a668-76d8c957c65e
名前 / ファイル | ライセンス | アクション |
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(c) 国立研究開発法人 農業・食品産業技術総合研究機構
National Agriculture and Food Research Organization, Japan |
Item type | 紀要論文 / Departmental Bulletin Paper_03(1) | |||||||||||||||||||||||||||||||||||||
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公開日 | 2025-06-17 | |||||||||||||||||||||||||||||||||||||
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タイトル | 平成20 年(2008 年)岩手・宮城内陸地震による震源近傍の老朽水利施設被災状況に関する調査 | |||||||||||||||||||||||||||||||||||||
言語 | ja | |||||||||||||||||||||||||||||||||||||
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タイトル | Field investigations on Old Irrigation Facilities Damage near the Epicenter of the Iwate Miyagi Nairiku Earthquake in 2008 | |||||||||||||||||||||||||||||||||||||
言語 | en | |||||||||||||||||||||||||||||||||||||
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言語 | jpn | |||||||||||||||||||||||||||||||||||||
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資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||||||||||||||||||||||||||||||||||
資源タイプ | article | |||||||||||||||||||||||||||||||||||||
ID登録 | ||||||||||||||||||||||||||||||||||||||
ID登録 | 10.24514/0002001335 | |||||||||||||||||||||||||||||||||||||
ID登録タイプ | JaLC | |||||||||||||||||||||||||||||||||||||
著者 |
常住, 直人
× 常住, 直人
× 森, 丈久
× 田中, 良和
× 髙木, 強治
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内容記述タイプ | Abstract | |||||||||||||||||||||||||||||||||||||
内容記述 | The Iwate Miyagi Nairiku earthquake in 2008 caused many dameges to agricultural facilities. The hypocentral region of this earthquake was shallow and the earthquake acceleration was high, especially in vertical direction around the epicenter. But structural damages were relatively low to the large acceleration, because the velocity caused by the earthquake was not so high to the acceleration for the superior high frequency components in the earthquake wave form. Therefore, full or half structural damaged houses were only about 0.2% (162 houses) of the whole number in Oushu city (Iwate prefecture) and Kurihara city (Miyagi prefecture) with an intensity of 6 plus on the Japanese seven-stage seismic scale. Also, structural damages of agricultural facilities were few and most of the facilities damages were indirectly caused by slope collapse, land slide, land subsidence, surface crack. These damages were remarkable in old irrigation channels, tunnels on riverside steep slopes. This situation of low structual damages was almost fit to the structural large damage standard from the maximum acceleration ,velocity for an earthquake proposed by Kawase in 1998. Our investigation results supported this standard also in old agricultural facilities, although the maximum velocity for the earthquake was near the lower limit of the structural large damage. But this standard is not able to cover geological damages and indirect structural damages caused by geological damages like slope collapse, land slide, subsidence, and so on. Therefore, it is important for risk analysis that geological and geographycal risk assessment should be considered as well as assessments from structural fatigue, earthquake acceleration, earthquake velocity. |
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言語 | en | |||||||||||||||||||||||||||||||||||||
書誌情報 |
ja : 農村工学研究所技報 en : Technical report of the National Institute for Rural Engineering 巻 209, p. 139-152, 発行日 2009-03-31 |
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出版者 | 独立行政法人農業食品産業技術総合研究機構農村工学研究所 | |||||||||||||||||||||||||||||||||||||
言語 | ja | |||||||||||||||||||||||||||||||||||||
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出版者 | National Agriculture and Food Research Organization, National Institute for Rural Engineering | |||||||||||||||||||||||||||||||||||||
言語 | en | |||||||||||||||||||||||||||||||||||||
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収録物識別子タイプ | PISSN | |||||||||||||||||||||||||||||||||||||
収録物識別子 | 1882-3289 |