DOI QR코드

DOI QR Code

Life Cycle Cost Analysis at Design Stage of Cable Stayed Bridges based on the Performance Degradation Models

성능저하모델에 기초한 사장교의 설계단계 생애주기비용 분석

  • Received : 2012.10.12
  • Accepted : 2013.05.24
  • Published : 2013.09.30

Abstract

Recently, the demand on the practical application of life-cycle cost effectiveness for design and rehabilitation of civil infrastructure is rapidly growing unprecedently in civil engineering practice. Accordingly, in the 21st century, it is almost obvious that life-cycle cost together with value engineering will become a new paradigm for all engineering decision problems in practice. However, in spite of impressive progress in the researches on the LCC, the most researches have only focused on the Deterministic or Probabilistic LCC analysis approach and general bridge at design stage. Thus, the goal of this study is to develop a practical and realistic methodology for the Life-Cycle Cost LCC-effective optimum decision-making based on reliability analysis of bridges at design stage. The proposed updated methodology is based on the concept of Life Cycle Performance(LCP) which is expressed as the sum of present value of expected direct/indirect maintenance costs with expected optimal maintenance scenario. The updated LCC methodology proposed in this study is applied to the optimum design problem of an actual highway bridge with Cable Stayed Bridges. In conclusion, based on the application of the proposed methods to an actual example bridge, it is demonstrated that a updated methodology for performance-based LCC analysis proposed in this thesis, shown applicably in practice as a efficient, practical, process LCC analysis method at design stage.

최근, 엔지니어링의 실무에서 토목 시설물의 설계 및 유지관리 단계를 위한 효과적인 생애주기비용(Life Cycle Cost; LCC) 산정 방법의 실무적인 적용에 대한 요구가 높아지고 있다. 이와 같이, 21세기에 들어 엔지니어링의 최적 의사결정의 실무적 문제에 가치공학과 더불어 생애주기비용 분석은 새로운 패러다임으로 주목받고 있지만 이러한 연구 개발의 괄목할만한 진보에도 불구하고, 대부분의 설계단계 생애주기비용 분석은 확정적, 확률적 분석기법에 그치고 있고 적용 가능한 구조물도 일반 교량에 국한되어 있다. 따라서 본 논문은 설계단계 생애주기비용 분석에 대한 실용적이고 합리적인 신뢰성해석 기반 성능저하 모델을 고려하여 기존의 분석방법을 업데이트하는 분석 방법론을 개발하고 이를 특수교인 사장교에 적용하는데 목적이 있다. 이에 현재가치의 합으로 표현되는 직/간접 유지관리비용을 기존 방법과는 다르게 기대 성능저하모델에 바탕을 둔 최적 유지관리 시나리오를 통한 생애주기비용 분석 기법으로 제시하였다. 마지막으로 본 논문에서 제안한 업데이트된 생애주기비용 분석의 방법론을 실제 고속도로 사장교 건설 프로젝트의 설계단계 의사결정 문제에 적용하여 합리적이고 체계적인 분석 방법 및 최적의사결정과정을 제시하였다.

Keywords

References

  1. Cho, H. N., Kim, J.-H., Choi, Y-M. and Lee, K. M. (2003). "Practical application of life-cycle cost effective design and rehabilitation of civil infrastructures." Proceedings of JSSC03.
  2. Hawk, H. (2002). Bridge Life Cycle Cost Analysis - Final Report, NCHRP Project 12-43, National cooperative highway research program, Transportation Research Board, National Research Council.
  3. Kong, J. S. and Frangopol, D. M. (2003). "Life-cycle reliabilitybased maintenance cost optimization of deteriorating structures with emphasis on bridges." Journal of Structural Engineering, Vol. 129, No. 6, 818-828. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:6(818)
  4. Korea Expressway Corporation (2003). Research of life cycle cost analysis for the highway bridge, Korea Expressway Corporation (in Korean).
  5. Korea Infrastructure Safety Corporation (2003). Safety inspection and precision safety diagnosis detailed guideline, Ministry of Land, Infrastructure and Transport (in Korean).
  6. Liu, M. and Frangopol, D. M. (2005). "Multiobjective maintenance planning optimization for deteriorating bridges considering condition, safety, and life-cycle cost." Journal of Structural Engineering, ASCE, Vol. 131, No. 5, pp. 833-842. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:5(833)
  7. Park, K. H., Lee, S. Y., Yoon, J. H., Cho, H. N. and Kong, J. S. (2008). "Optimum maintenance scenario generation for existing steel-girder bridges based on lifetime performance and cost." Smart Structures and Systems, Vol. 4, No. 5, pp. 641-653 https://doi.org/10.12989/sss.2008.4.5.641
  8. Yoon, J. H. and Cho, H. N. (2007). "Reliability-based assessment of structural safety of steel-concrete hybrid cable-stayed bridge erected by the FCM and FSM during construction." Journal of Korean Society of Steel construction, Vol. 19, No. 5, pp. 515-526 (in Korean).