• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1990년도 가을 학술발표회 논문집
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• pp.105-110
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• 1990

Effective maintenance system for national highway bridges has been requested due to increasing numbers of bridges. In this study, bridge data base is established in accordance with rating criteria for the structural conditions and functions of bridges. Maintenance system using PC-80386 hardware and ORACLE software is developed to rank the priority of either reconstruction or repairing of bridges and to provide with those information to bridge maintenance staff in order to perform bridge maintenance effectively. With this pre-establised data base and computerized maintenance system, data and information for planning of bridge construction could be obtained in times.

• 한국구조물진단유지관리공학회지
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• 제18권2호
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• pp.60-63
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• 2014

• 한국구조물진단유지관리공학회지
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• 제20권2호
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• pp.14-17
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• 2016

• Computers and Concrete
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• 제17권4호
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• pp.499-521
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• 2016

In this paper, a probabilistic- and finite element-based approach to evaluate and predict the lifetime performance of reinforced concrete (RC) bridges undergoing various maintenance actions is proposed with the time-variant system reliability being utilized as a performance indicator. Depending on their structural state during the degradation process, the classical maintenance actions for RC bridges are firstly categorized into four types: Preventive type I, Preventive type II, Strengthening and Replacement. Preventive type I is used to delay the onset of steel corrosion, Preventive type II can suppress the corrosion process of reinforcing steel, Strengthening is the application of various maintenance materials to improve the structural performance and Replacement is performed to restore the individual components or overall structure to their original conditions. The quantitative influence of these maintenance types on structural performance is investigated and the respective analysis modules are written and inputted into the computer program. Accordingly, the time-variant system reliability can be calculated by the use of Monte Carlo simulations and the updated the program. Finally, an existing RC continuous bridge located in Shanghai, China, is used as an illustrative example and the lifetime structural performance with and without each of the maintenance types are discussed. It is felt that the proposed approach can be applied to various RC bridges with different structural configurations, construction methods and environmental conditions.

• 한국구조물진단유지관리공학회지
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• 제19권4호
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• pp.23-27
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• 2015

• 한국구조물진단유지관리공학회지
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• 제19권4호
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• pp.36-38
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• 2015

• 한국구조물진단유지관리공학회지
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• 제17권2호
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• pp.57-64
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• 2013

• 한국구조물진단유지관리공학회지
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• 제17권2호
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• pp.29-35
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• 2013

• 한국구조물진단유지관리공학회지
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• 제18권2호
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• pp.56-59
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• 2014

• 한국구조물진단유지관리공학회지
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• 제18권3호
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• pp.78-87
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• 2014