@article{oai:kitami-it.repo.nii.ac.jp:00006693,
 author = {Hiroshi, SAKURAI and Koichi, AYUTA and Noboru, SAEKI and Aketo, SUZUKI and Yoshio, FUJITA and Hiroshi, SAKURAI and Koichi, AYUTA and Noboru, SAEKI and Aketo, SUZUKI and Yoshio, FUJITA},
 issue = {2},
 journal = {北見工業大学研究報告},
 month = {Jan},
 note = {application/pdf, 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.},
 pages = {123--131},
 title = {Concrete Durability Assessment for Scaling　by Reliability Theory},
 volume = {24},
 year = {1993}
}