構造工学論文集 A
Online ISSN : 1881-820X
設計工学・計算力学
変状数の有限性を考慮した橋梁の変状生起モデル
梶間 厚邦小林 潔司小濱 健吾貝戸 清之
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2018 年 64A 巻 p. 137-148

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In order to manage the expressway assets, it is important to properly predict the scale of failures (lifting, peeling, crack, leakage, etc.) occurring in infrastructures in future. In this paper, the authors propose an initialization time model to predict the scale of failures. Specifically, the number of latent failure places where there are possibility of failure occurrence is followed to Poisson distribution. Furthermore, a time-dependent probability of a failure occurrence in latent failure places is expressed by using Weibull deterioration hazard model. In consequence, an initialization time model is formulated as a mixed probability model. Lastly, the authors discuss the usefulness of the model in this study through the empirical analysis of actual expressway assets.

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© 2018 公益社団法人 土木学会
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