• Proceedings of the Computational Structural Engineering Institute Conference
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• 2006.04a
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• pp.549-556
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• 2006

Life cycle cost is one of important factors in the evaluation of economy feasibility. Load carrying capacity curves for girders and decks are derived on the basis of bridge diagnostic results and condition grade curves to determine the service life and life cycle profile. The total life cycle costs including initial cost, damage cost, maintenance cost, user cost, and etc for the service life are calculated for steel box girder, PSC-I girder and rationalized plate girder. The optimal designs are performed for various service lifes and different superstructure types. The effects of parameters on the life cycle cost are investigated and the economy feasibility is evaluated through the sensitivity analysis.

• Proceedings of the Korea Concrete Institute Conference
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• 2000.04a
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• pp.470-475
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• 2000

This research covers the resting of precast/prestressed concrete I-Girder bridge. The research was designed to examine processes for improving the condition evaluation and rating of prestressed concrete bridge. To establish procedures that allow for the full utilization of prestressed concrete bridge capacity, a 28-year old sample was loaded to failure in site. The bridge was constructed with 12 spans, and girders of each span were simply supported. At each loading stage, the deflections, reinforcement strains, prestressing wire strains and concrete strains were examined. Failure behavior was analyzed, and failure load was also evaluated. The test results wee compared to the analytical results from the non-linear finite element analysis.

• Journal of the Korea Construction Safety Engineering Association
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• s.52
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• pp.58-66
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• 2011

This study presents an algorithm to select the best alternative plane among various bridge superstructure types (Steel box girder, Rational girder, PSC-I girder) using Value Engineering (VE). Economical efficiency, landscape, constructability, maintenance, stability, function of bridge superstructure were taken into consideration in the designing of bridge. Economical efficiency was evaluated for each alternative plan with optimal design considering Life Cycle Cost (LCC), Repair and rehabilitation histories and some factors were set to get reasonable results. In the application of Analytic Hierarchy Process (AHP), consistency of Pairwise Comparisons Matrix was evaluated and the best plan was determined.

• Journal of the Korean Society of Safety
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• v.24 no.6
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• pp.79-85
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• 2009

This study presents an algorithm to select the best alternative plane among various bridge superstructure types(Steel box girder, Rational girder, PSC-I girder) using Value Engineering(VE). Economical efficiency, landscape, constructability, maintenance, stability, function of bridge superstructure were taken into consideration in the designing of bridge. Economical efficiency was evaluated for each alternative plan with optimal design considering Life Cycle Cost(LCC). Repair and rehabilitation histories and some factors were set to get reasonable results. In the application of Analytic Hierarchy Process(AHP), consistency of Pairwise Comparisons Matrix was evaluated and the best plan was determined.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.230-233
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• 2010

최근 건설업계는 전통적인 2차원 문서 환경에서 3차원 디지털 정보 환경으로의 전환이 가속화되고 있다. 하지만 3차원 정보의 적용 방법론에 관한 연구는 아직 미진한 실정이다. 기존의 2차원 기반 건설프로세스와 다르게 3차원 정보 모델은 3차원의 형상 정보를 기반으로 하여 건설 프로세스의 효율성을 향상시키고자 제안되었다. 본 논문에서는 실제 교량의 시공 단계에서 3차원 정보 모델을 구축하고 활용함으로써 그 효율성을 검증하였다. 대상 교량은 PSC 박스거더 형식의 군장대교 접속B교이며 3차원 정보 모델 구축을 위하여 대상 교량에 대한 분류체계를 정의하고 3차원 형상 모델을 생성하였다. 또한 시공 단계 업무에 3차원 정보 모델을 활용함으로써 시공 효율성 향상을 확인할 수 있었다.

• Journal of Korea Ship Safrty Technology Authority
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• s.35
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• pp.19-28
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• 2013

선박에 승선하는 모든 선원들은 STCW 협약에서 요구하는 바와 같이 STCW 코드 A-I/6조에 따라 해당 훈련 및 평가에 대해 관리, 감독 및 감시되어야 하며, 선원들은 STCW 협약 요구 교육을 이수한 후 이에 대한 증서를 발급받아 해당 선박에 승선하고 있다. 그러나 이러한 법정교육에 대한 교육 이수증서양식이 국제적으로 통일되어 있지 않아 항만국통제(PSC) 검사시 검사관들이 해당 교육 이수 및 교육내용에 대한 식별이 어려우며, 또한 이수증서 양식이 국가별로 제 각각이라 신뢰성이 검증되지 않은 증서도 발생하고 있는 실정이다. 본 연구에서는 이러한 문제를 해결하고, STCW 협약의 올바른 이행을 위해 STCW 협약에서 요구하고 있는 법정교육에 대한 이수증서 양식통일에 대하여 논한다.

• Proceedings of the Korea Concrete Institute Conference
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• 2006.11a
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• pp.493-496
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• 2006

Ultra high performance concrete(UHPC) has an excellent strength, toughness, and durability. It seems that it is very efficiently applicable for various structures such as bridge, building. When it is used to bridge girder, It is possible to reduce the amount of concrete and steel, to cut down costs for construction. This paper estimated whether it was applicable and how it was efficient. It was confirmed that the height of girder could be reduced by 40% or more in using UHPC. We can also think that the stirrups can be removed considering the ductile tensile behavior of UHPC and that its very high compressive strength make the anchor plate smaller from this study.

• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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• 2009.05a
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• pp.317-320
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• 2009

Under partial shading condition, the multiple local maxima can be existed on the output characteristics of PV array. In case of the conventional MPPTs (i.e P&O or IncCond), the failure of maximum power point tracking could be occurred under partial shading condition(PSC). The problems are deduced by the analysis of conventional MPPTs. In this paper, a real maximum power point tracking for PV array under partially shaded condition is proposed. And proposed MPPT is analyzed by case study. It is confirmed by simulation results that the proposed MPPT can track the real MPP under partial shading condition.

• Molecules and Cells
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• v.42 no.3
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• pp.200-209
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• 2019

Embryonic stem cells (ESCs) and induced pluripotent stem cells (iPSCs) have been used as promising tools for regenerative medicine, disease modeling, and drug screening. Traditional and common strategies for pluripotent stem cell (PSC) differentiation toward disease-relevant cell types depend on sequential treatment of signaling molecules identified based on knowledge of developmental biology. However, these strategies suffer from low purity, inefficiency, and time-consuming culture conditions. A growing body of recent research has shown efficient cell fate reprogramming by forced expression of single or multiple transcription factors. Here, we review transcription factor-directed differentiation methods of PSCs toward neural, muscle, liver, and pancreatic endocrine cells. Potential applications and limitations are also discussed in order to establish future directions of this technique for therapeutic purposes.

• Journal of KIBIM
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• v.8 no.4
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• pp.13-22
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• 2018

Future performance prediction of bridges is challenging task for structural engineers. Well-organized information from design, construction and operation stages is essential for the assessment of structures. Digital twin model is a new concept to realize more reliable data platform for management of infrastructures. Damage history including degradation of material, cracking, corrosion, etc. needs to be accumulated in the digital model. The digital model is linked to the analysis model for the assessment of structural performance considering changed mechanical properties of structural components. In this paper, initial definition digital twin model of a PSC-I girder bridge is proposed.