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Collapse Mechanism of Adobe and Masonry Structures During the 2003 Iran Bam Earthquake
https://doi.org/10.15083/0000032546
https://doi.org/10.15083/0000032546e50b17e5-2c0b-4ad3-8a76-c8c6cf883764
名前 / ファイル | ライセンス | アクション |
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IHO79310.pdf (1.6MB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2007-04-23 | |||||
タイトル | ||||||
タイトル | Collapse Mechanism of Adobe and Masonry Structures During the 2003 Iran Bam Earthquake | |||||
言語 | en | |||||
言語 | ||||||
言語 | eng | |||||
キーワード | ||||||
主題 | the 2003 Iran Bam earthquake | |||||
主題Scheme | Other | |||||
キーワード | ||||||
主題 | adobe structure | |||||
主題Scheme | Other | |||||
キーワード | ||||||
主題 | masonry structure | |||||
主題Scheme | Other | |||||
キーワード | ||||||
主題 | shear strength | |||||
主題Scheme | Other | |||||
キーワード | ||||||
主題 | bonding force | |||||
主題Scheme | Other | |||||
キーワード | ||||||
主題 | in situ test | |||||
主題Scheme | Other | |||||
キーワード | ||||||
主題 | collapse mechanism | |||||
主題Scheme | Other | |||||
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 | 10.15083/0000032546 | |||||
ID登録タイプ | JaLC | |||||
その他のタイトル | ||||||
その他のタイトル | 2003年バム地震における組積構造物の倒壊メカニズム | |||||
著者 |
Kiyono, Junji
× Kiyono, Junji× Afshin, Kalantari |
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著者別名 | ||||||
識別子 | 125542 | |||||
識別子Scheme | WEKO | |||||
姓名 | 清野, 純史 | |||||
著者別名 | ||||||
識別子 | 125543 | |||||
識別子Scheme | WEKO | |||||
姓名 | アフシン, カランタリ | |||||
著者所属 | ||||||
著者所属 | Dept. of Urban Management, Faculty of Engineering, Kyoto University | |||||
著者所属 | ||||||
著者所属 | Doctor Course Student, Graduate School of Civil Engineering, Kyoto University | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | An earthquake of magnitude MW 6.5 occurred at 05: 26 on December 26, 2003 in Bam City, Kerman State, Iran. The epicenter was located at 29.01N and 58.26E. More than 26,000 people were killed, and about 90% of the adobe and masonry structures collapsed. The earthquake was recorded at the center of the city by BHRC. Peak accelerations for longitudinal, transversal, and vertical components were 778.2, 623.4, and 979.9 (gal), respectively. We carried out simple in situ tests to examine bonding strength in the shear and separation directions using a spring balance. From the results of these tests, it was found that bonding strength was very weak and was the cause of collapse of adobe and masonry structures. | |||||
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 79, 号 3-4, p. 157-161, 発行日 2004 |
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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 | 51.1 | |||||
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 |