@article{oai:nagaoka-id.repo.nii.ac.jp:00000162,
 author = {洪, 起 and Koh, Ki},
 journal = {長岡造形大学研究紀要, Nagaoka Institute of Design Bulletin},
 month = {Apr},
 note = {application/pdf, The number of accidents of infrastructures due to aging has been recently increasing and the aging of it has become a serious problem. Aggressive environment and in-service loading can cause the resistance deterioration of the infrastructures such as tunnel and highway bridge. It is necessary to formulate time-dependent reliability analysis on account of developing the rational maintenance strategy and reliable prediction of service life of infrastructures. In this report, the reliability function of deteriorating infrastructures due to aging under load combinations consisting of dead,  live and main external load of earthquake is analytically derived, applying the advanced first order and second moment method with the statistics of the residual resistance of each failure mode of element which has survived up to time.},
 pages = {56--63},
 title = {社会基盤の維持・補修システム構築のための解析的アプローチ},
 volume = {11},
 year = {2014},
 yomi = {コウ, キ}
}