WEKO3
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This is a report on a visual survey of damage to buildings in the main part of affected area. The feature of the damage to buildings is the fact that most of it was caused by ground deformation due to liquefaction. In this area, wooden houses have very light roofs made of galvanized sheet iron. So, even when a house suffered severe damage, it rarely fell down. The districts where buildings were heavily damaged by such ground deformation as sliding and subsidence are Arayamoto-machi and Arayamatsumi-cho in Akita city, Wakimoto in Oga city, Wakami-cho, Hachiru-cho, Noshiro city, all of which are in Akita prefecture, and Shariki-mura and Azigasawa-cho in Aomori prefecture. Damage to expansion joints in reinforced concrete buildings was widespread in the affected district. The Noshiro Shogyo High School buildings were some of those a most severely damaged by the earthquake. Two buildings of the school are of 4-story reinforced concrete structure and two gymnasiums are of 1-story steel structure, and the buildings and gymnasiums stand on very soft sand ground, so the two reinforced concrete buildings are supported by piles. The heaviest damage occurred at the expansion joint portion of the passage between the two reinforced concrete buildings. The connected portion was separated from each other by 9 cm and slid 15 cm apart on the 4th floor. Simlar damage also occurred at the connected portion of the passage between the gymnasium and the reinforced concrete building. There were also heavy cracks and traces of the sand emission due to liquefaction on the school ground and the two septic tanks were buoyed up by this phenomenon. The damage to buildings caused by this earthquake gives important lessons for earthquake resistant design of buildings including wooden houses, reinforced concrete structures and others. 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33. 1983年日本海中部地震による建築構造物の被害について
https://doi.org/10.15083/0000032950
https://doi.org/10.15083/0000032950545a4e22-77d3-45c0-b913-b87378fa3244
名前 / ファイル | ライセンス | アクション |
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ji0583012.pdf (1.5 MB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2008-05-30 | |||||
タイトル | ||||||
タイトル | 33. 1983年日本海中部地震による建築構造物の被害について | |||||
言語 | ja | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | departmental bulletin paper | |||||
ID登録 | ||||||
ID登録 | 10.15083/0000032950 | |||||
ID登録タイプ | JaLC | |||||
その他のタイトル | ||||||
その他のタイトル | 33. On the Damage to Buildings Caused by the Nihonkai-Chubu Earthquake of 1983 | |||||
著者 |
田守, 伸一郎
× 田守, 伸一郎× 大沢, 胖 |
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著者別名 | ||||||
識別子 | 128477 | |||||
識別子Scheme | WEKO | |||||
姓名 | Tamori, Shinichiro | |||||
著者別名 | ||||||
識別子 | 128478 | |||||
識別子Scheme | WEKO | |||||
姓名 | Osawa, Yutaka | |||||
著者所属 | ||||||
著者所属 | 地震研究所 | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The Nihonkai-Chubu Earthquake (M=7.7) occurred on May 26, 1983. This earthquake caused severe damage to many buildings, mostly in Akita and Aomori prefectures. This is a report on a visual survey of damage to buildings in the main part of affected area. The feature of the damage to buildings is the fact that most of it was caused by ground deformation due to liquefaction. In this area, wooden houses have very light roofs made of galvanized sheet iron. So, even when a house suffered severe damage, it rarely fell down. The districts where buildings were heavily damaged by such ground deformation as sliding and subsidence are Arayamoto-machi and Arayamatsumi-cho in Akita city, Wakimoto in Oga city, Wakami-cho, Hachiru-cho, Noshiro city, all of which are in Akita prefecture, and Shariki-mura and Azigasawa-cho in Aomori prefecture. Damage to expansion joints in reinforced concrete buildings was widespread in the affected district. The Noshiro Shogyo High School buildings were some of those a most severely damaged by the earthquake. Two buildings of the school are of 4-story reinforced concrete structure and two gymnasiums are of 1-story steel structure, and the buildings and gymnasiums stand on very soft sand ground, so the two reinforced concrete buildings are supported by piles. The heaviest damage occurred at the expansion joint portion of the passage between the two reinforced concrete buildings. The connected portion was separated from each other by 9 cm and slid 15 cm apart on the 4th floor. Simlar damage also occurred at the connected portion of the passage between the gymnasium and the reinforced concrete building. There were also heavy cracks and traces of the sand emission due to liquefaction on the school ground and the two septic tanks were buoyed up by this phenomenon. The damage to buildings caused by this earthquake gives important lessons for earthquake resistant design of buildings including wooden houses, reinforced concrete structures and others. It is important to consider the planning of a building fundation and the investigation of the dynamic behavior of soils where the ground is apt to be liquefied. | |||||
書誌情報 |
東京大學地震研究所彙報 = Bulletin of the Earthquake Research Institute, University of Tokyo 巻 58, 号 3, p. 735-747, 発行日 1984-01-14 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 00408972 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00162258 | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
日本十進分類法 | ||||||
主題 | 453 | |||||
主題Scheme | NDC | |||||
出版者 | ||||||
出版者 | 東京大学地震研究所 | |||||
出版者別名 | ||||||
Earthquake Research Institute, University of Tokyo |