실제 구조물에 있어 확률, 통계 및 이론으로 구해진 랜덤성을 갖는 객관적 불확실성뿐만 아니라 설계자의 경험이나 공학적 판단에 의해 주관적으로 평가되는 인간오차나 시공중의 과오 또는 구조설계에 미치는 사회적, 정치적 및 경제적 요청 등의 퍼지성을 갖는 주관적 불확실성이 존재하기 때문에 현실적으로 랜덤성과 퍼지성을 동시에 고려한 실뢰성평가 즉, 안전성평가에 대한 퍼지이론의 도입이 필수 불가결하다. 따라서 본 연구에서는 기존 구조물의 객관적주관적 불확실성을 동시에 고려한 신뢰성해석방법으로 베이즈의 의사결정이론에 퍼지이론을 병합한 퍼지-베이즈 신뢰성해석 알고리즘을 개발하여 건축구조물의 신뢰성평가 및 안전성평가에 적용하여 분석하였다.

This study suggests and examines the ways of asset valuation on maintenance scenario for bridge facilities. In order to evaluate each scenario on the basis of the same time, the concepts of the condition assessment data are introduced and applied. The main purpose of this study is to suggest asset valuation method, which is practical in conformity with domestic situations, through researches on asset valuation method of bridge facilities. As a consequence, the management and maintenance system of existing highway facilities needed an innovation involving the concept of asset management. This study discusses the new facility management system suitable to local highway agencies. The developed system improves the current methods of establishing the bridge maintenance strategy and can be utilized as an efficient tool to provide the optimum bridge maintenance scenario and corresponding to the various constraints and requirements of bridge agency.

For efficient maintenance management of load facilities, an establishment of asset management system is necessary which helps prediction of maintenance cost and strategic allocation of budget in consideration of toy priority. The main purpose of this study is to suggest asset valuation method, which is practical in conformity with domestic situations, through researches on asset valuation method of load facilities. As a consequence, the management and maintenance system of existing highway facilities needed an innovation involving the concept of asset management. This study discusses the new facility management system suitable to local highway agencies. The new system incorporates asset management concept so that it can analyze the project level facility management solution and it can also improve the budget efficiency for local government. This study also presents systematic method to integrate various facilities for management system.

In this study, a bridge maintenance system is developed to generate performance based maintenance strategy by considering the life cycle cost(LCC). And it is proposed that the concept of generally annual maintenance are practically and easily used to perform LCC analysis. Some of generally annual maintenance data are suggested through existing data analysis due to the proposed concept and LCC analysis of by a real bridge structures is preformed by comparison with a current approach. This paper presents the development of bridge maintenance strategy and can be utilized as an efficient tool to provide the best economical bridge maintenance scenario corresponding to the various constraints and requirements of bridge agency.

This paper presents the development of LRFD codes for axially-loaded driven piles in sands. Reliability analyses were performed using the AFOSM and finally, reasonable resistance factors of base and shaft resistances were calculated base on the results of reliability analyses for different target reliability index levels. From the results of extensible reliability analyses using AFOSM, resistance factors for base and shaft resistances were found to be highly dependent on the ratios of dead-to-live load and ultimate base resistance to limit shaft resistance. Resistance factors are proposed for different combinations of these ratios within their possible ranges.