• Proceedings of the Korean Nuclear Society Conference
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• 2005.05a
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• pp.1181-1182
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• 2005

• Proceedings of the Korean Nuclear Society Conference
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• 2002.10a
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• pp.327-327
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• 2002

• Proceedings of the Korean Nuclear Society Conference
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• 2002.10a
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• pp.218-218
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• 2002

• Proceedings of the Korean Nuclear Society Conference
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• 2002.10a
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• pp.124-124
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• 2002

• Proceedings of the Korean Nuclear Society Conference
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• 2005.10a
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• pp.1027-1028
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• 2005

• Proceedings of the Korean Nuclear Society Conference
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• 1999.10a
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• pp.311.1-311
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• 1999

• Proceedings of the Korean Radioactive Waste Society Conference
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• 2019.05a
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• pp.173-174
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• 2019

• Proceedings of the Korean Radioactive Waste Society Conference
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• 2018.05a
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• pp.283-284
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• 2018

• Proceedings of the Korean Radioactive Waste Society Conference
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• 2017.05a
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• pp.133-134
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• 2017

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2004.04a
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• pp.267-274
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• 2004

Since there is a large variation in measurements of the thickness of corroded elements, the thickness of corroded elements are considered as imprecise elements. There is also a considerable degree of uncertainty in a visual assessment of thickness loss. The remaining thickness of a severly corroded element may be represented by an imprecise which expresses the range over which there is uncertainty about the thickness. Therefore, the objective of this paper is to propose a new methodology to safety assessment using imprecise reliability into conventional safety assessment frameworks. For this purpose, this study presents a safety assessment model using Imprecise reliability for large civil structures and demonstrates the applicability of the approach to cable-stayed bridge projects.