• 국제학술발표논문집
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• The 7th International Conference on Construction Engineering and Project Management Summit Forum on Sustainable Construction and Management
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• pp.8-13
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• 2017

Nuclear power plant (NPP) constructions are large scale projects that are executed for several years, and schedule control utilizing various schedules is a critically important factor. Recently Korea independently developed the Advanced Power Reactor (APR) 1400 and is building nuclear facilities applying this new reactor type. The construction of Shin-Kori NPP (SKN) Unit 3, which adopted the APR1400, was completed and commercial operation has begun, while, SKN 4, Shin-Hanul NPP (SHN) Units 1&2, and SKN 5&6 are currently under construction. Prior to the development of the APR1400, Korea built 24 reactors and accumulated the schedule data of various reactor types which provided the foundation for schedule reduction to be possible. However, as there is no schedule development and review system established based on the standard schedule data (standard activities, durations, etc.) by reactor type, the process for developing the schedule for new builds is low in efficiency consuming much time and manpower. Also all construction data has been accumulated based on schedule activities. But because the connectivity of activities between projects is low, it is difficult to utilize such accumulated data (causes for schedule delay, causes for design changes, etc.) in new build projects. Due to such reasons, issues continue to arise in the process of developing standard schedule activities and a standard schedule for nuclear power plant construction. In order to develop a standard schedule for NPP construction, i) the development of an NPP standard schedule activity list, ii) development of the connection logic of NPP standard schedule activities, iii) development of NPP standard schedule activity resources and duration, and iv) integration of schedule data need to be performed. In this paper, an analysis was made on the coherence of schedule activity descriptions of existing NPPs by applying the probabilistic methodology on activities with low connectivity due to the utilization of the numbering system of four APR1400 reactors (SHN 1&2 and SKN 3&4).This study also describes the method for developing a standard schedule activity list and connectivity measures by extracting same and/or similar schedule activities.

• 국제학술발표논문집
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• The 5th International Conference on Construction Engineering and Project Management
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• pp.412-418
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• 2013

With the increasing demand for public housing, the Singapore government decided to reduce the waiting time of future public housing owners, which requires these projects to be completed on time. As a result, this study aims to identify the frequent and impactful factors affecting schedule performance of public housing projects in Singapore. The survey conducted with 36 industry experts revealed that "site management", "coordination among various parties", "design changes by owner during construction", "availability of laborers on site", "availability of material", and "availability of staff to manage projects" were the six factors that should be emphasized to assure the schedule performance of public housing projects. In addition, there was statistically significant agreement between public housing projects and other building projects on both the frequency and impact ranks of the factors. The findings from this study will help practitioners involving public housing projects to take measures to assure the achievement of project schedule objectives.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2005년도 춘계학술대회 논문집
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• pp.153-156
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• 2005

Real-time monitoring and controlling manufacturing process is important because of the unexpected events. When unexpected event like mechanical trouble occurs, prior plan becomes unacceptable and a new schedule must be generated though manufacturing schedule is already decided for order. Regenerating the whole schedule, however, spends much time and cost. Thus automated system which monitors and controls manufacturing process is required. In this paper, we present a system which uses radio-frequency identification and computer vision system. The system collect real-time information about manufacturing conditions and generates new schedule quickly with those information.

• 산업경영시스템학회지
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• 제39권1호
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• pp.9-16
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• 2016

The project schedule risk in the engineering and facility construction industry is increasingly considered as important management factor because the risks in terms of schedule or deadline may significantly affect the project cost. Especially, the project-based operating companies attempt to find the best estimate of the project completion time for use at their proposals, and therefore, usually have much interest in accurate estimation of the duration of the projects. In general, the management of projects schedule risk is achieved by modeling project schedule with PERT/CPM techniques, and then performing risk assessment with simulation such as Monte-Carlo simulation method. However, since these approaches require the accumulated executional data, which are not usually available in project-based operating company, and, further, they cannot reflect various schedule constraints, which usually are met during the project execution, the project managers have difficulty in preparing for the project risks in advance of their occurrence in the project execution. As these constraints may affect time and cost which role as the crucial evaluation factors to the quality of the project result, they must be identified and described in advance of their occurrence in the project management. This paper proposes a Bayesian Net based methodology for estimating project schedule risk by identifying and enforcing the project risks and its response plan which may occur in storage tank engineering and construction project environment. First, we translated the schedule network with the project risks and its response plan into Bayesian Net. Second, we analyzed the integrated Bayesian Net and suggested an estimate of project schedule risk with simulation approach. Finally, we applied our approach to a storage tank construction project to validate its feasibility.

• 한국건설관리학회논문집
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• 제5권4호
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• pp.87-96
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• 2004

건설공사에서 공기는 매우 중요한 요소로 건설사업비에 미치는 영향이 크다. 선진국들은 공기단축을 통한 건설사업비 절감을 위해 노력하고 있다. 국내에서도 공기단축의 필요성을 절감함으로써 공기단축을 위해 많은 노력을 기울여 왔지만, 그 효과는 아직 미미한 것으로 나타나고 있다. 향후 주 5일 근무제가 시행되고, 후분양제가 도입될 경우, 건설사업비 절감이나 리스크 관리측면에서 공기단축은 필수불가결한 요인이 될 것이다. 공기를 효과적으로 단축하기 위해서는 공기에 영향을 미치는 중요요인과 공정 메커니즘을 명확하게 분석해야 한다. 이러한 사항들이 규명될 때 효과적인 공기단축이 가능해져 건설사업비를 줄일 수 있게 될 것이다. 이에 본 연구에서는 아파트 건설공사에서 공기의 $40\sim50\%$를 차지하는 골조공사의 기준층에 대한 공정메커니즘을 분석하여 골조공사의 공기에 영향을 미치는 요인들을 규명하고자 한다. 또한, 도출된 요인들을 효과적으로 활용할 수 있는 방법들을 사례 분석함으로써 합리적인 공기단축방안을 제시하고자 한다.

• 한국인터넷방송통신학회논문지
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• 제12권6호
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• pp.155-164
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• 2012

개발인력을 투입하는 양에 상관없이 소프트웨어를 개발하는데 소요되는 일정 단축에는 한계가 있다. 그러나 획득되는 실제 개발된 소프트웨어 데이터들을 분석하여 보면 불가능한 단기간의 개발기간 또는 비현실적으로 장기간 개발기간 데이터들까지 포함하고 있다. 기존에 제안된 개발기간 추정 모델들은 이러한 제약사항을 고려하지 않고 실제 개발된 소프트웨어 모두를 대상으로 개발일정을 유도하고 있다. 본 논문은 개발 최소기간과 최적 개발기간(정상적인 개발기간)에 대한 기준을 제시한다. 제시된 기준은 실제 수행된 프로젝트를 대상으로 5개의 기준 중에서 가장 성능이 좋은 개발기간 추정 모델을 얻은 기준을 판단하였다. 또한, 이에 기반하여 개발기간을 추정하는 모델을 제시한다.

• Management Science and Financial Engineering
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• 제15권2호
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• pp.1-21
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• 2009

We consider an $M^x/G/1$ queueing system with a random setup time under Bernoulli vacation schedule, where the service of the first unit at the completion of each busy period or a vacation period is preceded by a random setup time, on completion of which service starts. However, after each service completion, the server may take a vacation with probability p or remain in the system to provide next service, if any, with probability (1-p). This generalizes both the $M^x/G/1$ queueing system with a random setup time as well as the Bernoulli vacation model. We carryout an extensive analysis for the queue size distributions at various epochs. Further, attempts have been made to unify the results of related batch arrival vacation models.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2010년도 춘계 학술논문 발표대회 1부
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• pp.131-133
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• 2010

As linear scheduling method has been used since 1929, Empire State Building linear schedule, it is being applied in various fields such as construction and manufacturing. When addressing concurrent critical path occurring on linear schedule of construction, the empirical researches stress the resource management which should be applied for optimizing work flow, flexible work productivity and continuos resource allocation. However, work relationships has been usually overlooked for making the linear schedule from existing network schedule. Therefore, this research analyze the previous researches related to linear scheduling model and then propose the method that can be applied for adopting the relationships of network schedule to the linear schedule.

• 한국철도학회논문집
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• 제15권1호
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• pp.88-95
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• 2012

현재 도시철도의 열차운행계획 수립과정은 열차 운용에 필요한 철로의 구조, 역사 내 철로 구조, 차량 정비시간 등 다양한 제약조건을 고려하여 이루어 지기 때문에, 매우 복잡한 구조를 가지게 되는 문제점이 있다. 이러한 문제점들로 인하여 다양한 열차운행 시간표(Time-Table)에 대한 비교 분석에 큰 어려움이 있다. 본 연구는 도시철도 운행계획 수립의 효율성 및 체계성을 제고하기 위하여, 철도 운행계획 수립 과정 중 수립 가능한 다양한 차량 시간표(Time-Table)의 기대효과를 열차다이아 작성 이전에 비교분석하여 가장 효과적인 차량 투입계획 및 운행일정을 선정할 수 있도록 하는 방법론을 제시하고자 한다. 본 연구에서는 열차 운행 시간표(Time-Table)을 분석하기 위하여 Line-Blocking 이론을 활용하였으며 광역철도 4호선중 사당~안산 구간을 대상으로 사례 분석하였다.

• 산업경영시스템학회지
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• 제21권46호
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• pp.241-251
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• 1998

There are two methods of load balancing for detail scheduling : One method is to generate an initial schedule and obtain an improved final schedule by load balancing only during a specific period. The other method is to generate an initial schedule and obtain an improved schedule by load balancing from current date(TIMENOW) to unlimited time with the whole manufacturing processes. This paper proposes an algorithm for detail scheduling which can be a practical solution in job shop production or project job type by applying the former method.