WEKO3
アイテム
1980年伊豆半島東方沖地震による建築構造物の被害について
https://doi.org/10.15083/0000033059
https://doi.org/10.15083/0000033059e338b26d-8e12-486e-a716-59f6b5bbc569
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
ji0554015.pdf (1.1 MB)
|
|
| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2008-05-30 | |||||
| タイトル | ||||||
| タイトル | 1980年伊豆半島東方沖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 | 10.15083/0000033059 | |||||
| ID登録タイプ | JaLC | |||||
| その他のタイトル | ||||||
| その他のタイトル | On the Damage of Buildings Caused by the Izu-Hanto-Toho-Oki Earthquake of 1980 | |||||
| 著者 |
園田, 吉隆
× 園田, 吉隆× 大沢, 胖 |
|||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 128939 | |||||
| 姓名 | Sonoda, Yoshitaka | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 128940 | |||||
| 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 | Izu-Hanto-Toho-Oki Earthquake (M = 6.7) took place on June 29, 1980. It was the largest shock among the earthquake swarm that continuously occured east off the Izu Peninsula from late June to early July. The earthquake caused severe damage to some buildings in and around Ito city. This is a report on the visual survey of some of the damaged buildings in the area. The Futo elementary school building and its gymnasium were the most heavily damaged by the earthquake. They stand across the excavation and the fill, halfway up a slanting surface. The schoolhouse is a 3-story reinforced concrete building. In the longitudinal direction, it has rather slender frames and non-structural walls, while in the transverse direction, it has considerable numbers of walls. The longitudinal nonstructural walls were fractured by shear force and the junctions to the stair halls were severely damaged. This might be attributed to the incompatibility of both deformation capability and vibration characteristics of the frames, walls and stair halls. All the braces of the steel framed gymnasium have been broken in the connectors and a fairly large portion of mortar facing (4 m × 6 m) on the wall exfoliated and fell. It is presumed that the braces bore the greater part of the lateral force during the ground motion because the building does not have enough walls in the same direction. If the connectors had been strong enough to bind the braces, the gymnasium might remained safe and sound. Damage to expansion joints in reinforced concrete buildings and slippage of roofing tiles in wooden houses were the wide spread damage in the afflicted district. | |||||
| 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 55, 号 4, p. 1123-1132, 発行日 1981-03-31 |
|||||
| 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Scheme | NDC | |||||
| 主題 | 453 | |||||
| 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 | ||||||
