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Concrete Durability Assessment for Scaling by Reliability Theory
https://kitami-it.repo.nii.ac.jp/records/6693
https://kitami-it.repo.nii.ac.jp/records/669305435f28-df5f-4a6b-8a3c-4674b20b63e5
名前 / ファイル | ライセンス | アクション |
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2007-04-09 | |||||
タイトル | ||||||
タイトル | Concrete Durability Assessment for Scaling by Reliability Theory | |||||
言語 | en | |||||
言語 | ||||||
言語 | eng | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | departmental bulletin paper | |||||
著者 |
Hiroshi, SAKURAI
× Hiroshi, SAKURAI× Koichi, AYUTA× Noboru, SAEKI× Aketo, SUZUKI× Yoshio, FUJITA× Hiroshi, SAKURAI× Koichi, AYUTA× Noboru, SAEKI× Aketo, SUZUKI× Yoshio, FUJITA |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The proper prediction of concrete deterioration is important for estimating and evaluating the service life of concrete structures and for maintaining and managing them. It is necessary to establish the limit of deterioration in management (the deterioration limit) and understand the probability of exceeding that limit. In this study, the introduction of reliability theory to predict and evaluate concrete deterioration was tried in order to determine if it could be used for these purposes, predicting surface scaling, which is a typical form of surface deterioration of concrete structures located in cold regions and an important factor in the maintenance of the beauty of value-added concrete structures, and the deterioration of cover concrete of steel. | |||||
言語 | en | |||||
書誌情報 |
ja : 北見工業大学研究報告 巻 24, 号 2, p. 123-131, 発行日 1993-01 |
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フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
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言語 | en | |||||
値 | publisher | |||||
出版者 | ||||||
出版者 | 北見工業大学 | |||||
言語 | ja |