• 국제학술발표논문집
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• The 4th International Conference on Construction Engineering and Project Management Organized by the University of New South Wales
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• pp.445-452
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• 2011

The schedule hierarchy in construction project is generally composed of three levels. The highest level is a milestone schedule and represented by Bar Chart format. The middle level is an integrated project schedule (IPS) and represented by CPM (Critical Path Method) format. The lowest level is a detail working schedule and usually represented by Bar Chart. The traditional scheduling techniques such as ADM (Arrow Diagramming Method) or PDM (Precedence Diagramming Method) cannot represent all kinds of schedule within schedule hierarchy as identical schedule format. However, the BDM (Beeline Diagramming Method) technique can represent all kinds of schedule within schedule hierarchy as identical CPM format. This paper describes the basic concept, principle, interpretation methods, and schedule computation methods of the BDM as a new networking technique that can represent all kinds of overlapping relationships between activities, and then presents an example of representing three level's schedules within schedule hierarchy by the BDM technique.

• 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.

• 한국군사과학기술학회지
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• 제21권3호
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• pp.396-402
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• 2018

Earned Value Management(EVM) has been used to manage and forecast defense project schedule and cost over the last two decades in the world. However to support the lacking ability of schedule analysis in traditional EVM, earned schedule(ES) has been introduced as a tool to more accurately estimate schedule performance. This paper compares which method EVM or ES, provides more accurate schedule predictors in 32 Korean defense research and development projects. As a result of comparison, the ES method can predict the future schedule more reliably than the EVM method. We also analyze early warning function of schedule performance index considering project duration extension point. Through the analysis results, we confirm that both the EVM and the ES method lack the ability of the early warning in terms of the current schedule management criterion.

• 대한가정학회지
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• 제32권2호
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• pp.49-60
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• 1994

Recently there has been new work schedule developed in some companies which means starting the work at 7 and finishing at 4 This article studied on the effects of new work schedule on the time allocation by married couples. It was compared with the time spent by married couples in group of old work schedule. And it studied whether the change of work schedule affects the time allocation and satisfaction of couples. This survey was conducted from November to December 1993 One hundred and twenty none couples were considered to be valid sample for this study. The findings of this study are as follows: 1. Couples with new work schedule did perceive changes in the time allocation. 2. The total time for transportation and market work of husbands was decreased and leisure time showed a increase when there is new work schedule. 3. Husbands with new work schedule perceived that they spent more time in the household work leisure sharing with their children and sharing with spouses than husbands with old work schedule. 4. Couples with new work schedule showed higher marital satisfaction and family life satisfaction than couples with old work schedule.

• 한국군사과학기술학회지
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• 제22권4호
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• pp.567-574
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• 2019

Traditional project progress method(PPM) has been used for Korean defense research and development project management for the last 20 years. However, it is difficult to intuitively understand the performance in terms of the project schedule, because the PPM does not provide the function of managing and forecasting project schedule. Therefore, this paper proposes new schedule managing and forecasting function for the PPM using earned schedule management concept. We verify the effectiveness of the proposed functions through several defense projects and prove that it is possible to reinforce the schedule management function of the PPM.

• Journal of the Korean Wood Science and Technology
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• 제33권6호통권134호
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• pp.25-30
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• 2005

두께 50 mm 국산 소나무(Pinus densiflora Sieb. et Zucc.) 판재의 건조스케줄 개량을 위해 일반 열기 건조스케줄, 시간 기준 건조스케줄, 연속 온도상승 건조스케줄, 그리고 습구온도 조절 건조스케줄을 적용하여 최종함수율 15% 정도까지 건조한 후 각각의 건조스케줄 적용에 의한 건조특성을 비교분석하였다. 두께 50 mm 국산 소나무의 일반 열기 건조스케줄 적용실험 결과 건조속도는 0.53%/hr, 시간 기준 건조스케줄 적용에 의한 건조속도는 0.9%/hr, 그리고 연속 온도상승 건조스케줄 적용에 의한 건조속도는 2.29%/hr였으며, 습구온도 조절 건조스케줄 적용에 의한 건조속도는 1.52%/hr였다.

• 인터넷정보학회논문지
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• 제8권4호
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• pp.105-117
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• 2007

프로젝트 관리자는 입찰 또는 개발을 성공하기 위해 비용과 일정을 프로젝트 초기 단계에서 보다 정확히 추정해야만 한다. 평균적으로 대부분의 프로젝트들이 수행하고 있는 명목상의 개발기간은 경험법칙, 선형함수 추정경험 또는 개략적 일정 추정표로부터 유도할 수 있다. 명목상 개발기간에는 다양한 경험법칙이 존재하며, 선형함수 모델은 충분한 정보를 제공하지 못하여 특정 규모의 프로젝트에 적합한 개발노력과 일정을 결정하기 어렵다. 본 논문은 개략적 일정 추정표로부터 개발노력과 일정을 유도하는 통계적 회귀분석 모델을 제시하였다. 먼저, 개략적 일정 추정표에서 제시하고 있는 최대 단축기간, 효율적 개발기간과 명목상 개발기간을 재정의 하였다. 다음으로 개발노력과 기간과의 관계를 고찰하고, 개략적 일정추정표에 제시되지 않은 특정 규모의 소프트웨어에 대한 개발노력 추정 모델과 개발노력에 따른 일정을 보다 정확히 추정할 수 있는 모델을 제시하였다. 제시된 회귀분석 모델은 기존의 방법들과 비교하여 상대오차를 최대 2%까지 줄이는 효과를 얻었다. 또한, 특정 규모의 소프트웨어에 대해서도 개발노력과 일정을 추정할 수 있었다.

• 대한산업공학회지
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• 제20권3호
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• pp.65-77
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• 1994

There are so many situations in which production schedules need to be rescheduled, due to the uncertainty or dynamic characteristics existing in manufacturing environment. Under the circumstances, it is necessary to build a system which helps a schedule manager understand the dynamic situations and reflect his insight into the system easily. We developed a system that can improve a production schedule. The system consists of a schedule editor and a schedule generator. The schedule editor, a rule-based system, always keeps a schedule feasible by keeping track of local changes in the revised one. The schedule generator consists of a two-phase heuristic method. In the lst phase it generates a schedule by a priority rule with Giffler and Thompson algorithm then it improves the performance in terms of the makespan in the 2nd phase. Experimental results show that, most of the times, the system generates a better schedule than the one with ordinary priority rules only.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2006년도 정기학술발표대회 논문집
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• pp.131-136
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• 2006

작업의 지연을 줄이거나 예방하기 위해서는 작업지연상황을 지속적으로 확인하여 작업지연을 야기하는 원인을 찾아내고 대책을 세워야 한다. 건설 프로젝트는 동일한 조건하에서도 주변 환경에 따라 결과 값이 다르게 나타나는 일회성이 강한 분야 중에 하나이다. 그래서 지금까지 이루어진 선행연구들은 작업지연기간 산정방법 또는 작업지연의 클레임 사례에 관한 연구와 프로젝트 종료 후 결과에 의한 원인을 제시한 것이 대부분이다. 따라서 공사 진행 중에 발생하는 작업지연에 대해 체계적으로 활용할 수 있는 분석방법과 절차가 필요하다. 본 연구는 작업지연 원인분석 범위를 프로젝트내의 현장관리 분야로 국한하고 작업의 투입요소에 의한 분석과 VSM을 활용한 분석으로 나눴다. 건설업에 적합한 원인분석 방법을 제안하기 위해 기존에 활용되고 있는 분석방법의 특징을 분석하고 건설업의 특징을 분석하여 건설업에 활용이 적합한 방법을 도출하고 절차를 제안하였다.

• 산업공학
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• 제11권3호
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• pp.129-141
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• 1998

In this paper, a rescheduling procedure is developed for shipbuilding master production schedule. Shipyard initially develops backward production schedules for the entire shipbuilding process, and then refines the schedule by stage. The rescheduling procedure of this paper tries to resolve the schedule discrepancies between the outdoor backward schedule and the refined indoor schedule. Through the proposed rescheduling procedure, outdoor schedule can be successfully adjusted using buffer days and duration reduction. An Object-oriented program is also developed to automate the procedure. We can observe the improvement on productivity and quality of rescheduling works from the application of the developed procedure.