• 한국경영과학회:학술대회논문집
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• 한국경영과학회 2000년도 추계학술대회 및 정기총회
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• pp.268-271
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• 2000

In these days, the technical advances and complexities have generated much of the difficulties in managing the project resources, both time and costing to accomplish the project in the most efficient manner. The project manager is frequently required to render judgements concerning the schedule and resource adjustments. This research develops an analytical model for a schedule-cost and risk analysis based on visual PERT/CPM. We used a two-step approaches ：in the step 1, a deterministic PERT/CPM model for the critical path and estimating the project time schedule and related resource planning, In the second step, we developed a heuristic model for crash and stretch out analysis based upon a time-cost trade-off associated with the crash and stretch out of the project. Computer implementation of this model is provided based on GUI-Type objective-oriented programming for the users and provided displays of all the inputs and outputs in the form of visual graphical. Also developed GUI-type program, Dongeui Visual-PERT/CPM. The results of this research will provide the project managers with an efficient management tool.

• 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 9th International Conference on Construction Engineering and Project Management
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• pp.1241-1241
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• 2022

In the current construction industry, difficulty arises in creating an adequate baseline schedule to establish a fundamental plan for construction. This presentation will present the research findings which investigated industry-recognized schedule metrics that aid in the successful implementation of said schedule. Industry organizations (Association for the Advancement of Cost Engineering, the Government Accountability Office, the Project Management Institute, and local city, state, and county government offices) provide standardized guidelines with specific metrics requirements to ensure successful implementation. However, most of those metrics are substantiated or validated in their effectiveness. The study examined the impact between these industry-recognized critical metrics and three distinct scheduling characteristics: Project Type, Project Duration, and Project Density (number of activities within a schedule). The research results showed that, among the 12 various schedules evaluated in parallel with 20 industry-recognized critical metrics, seven metrics substantially demonstrate a significant impact on a project schedule's success. Furthermore, six of the seven metrics directly correlate to at least one of the three scheduling characteristics outlined. As a result, this research has established more predictable outcomes based on impacts between three distinct project characteristics and 20 of the most discussed/researched critical scheduling metrics in the field. This allows management teams to have more confidence in establishing critical milestones and accurate turnover dates from the start of the project through its final completion.

• 시스템엔지니어링학술지
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• 제8권2호
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• pp.11-17
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• 2012

Suppliers in light rail transit project makes a systems engineering management plan(SEMP) as a top level plan which has a SEMS and SEDS as an control and monitoring means. In this paper, we analyze the international standards and some related documents, and present the directions to make the SEMS and SEDS which have WBS, accomplishments, schedule, events, person in charge. And then customize the project management tool and make SEMS and SEDS of LRT project as an example. The research results can be applied in LRT project after tailoring based on the project.

• 한국건설관리학회논문집
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• 제18권5호
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• pp.32-40
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• 2017

최근 국내 건설산업은 성장의 시기를 지나 침체기로 접어들고 있으며 경쟁력 향상을 위해 건설사업관리 특히 공정관리의 중요성이 더욱 부각되고 있다. 이러한 상황에 토목 건설업계는 생존을 위한 다양한 공사관리 방안의 연구 및 현장 적용에 부단한 노력을 하고 있으며 많은 성과를 이루고 있으나 아직도 체계적이며 효율적이고 현장 활용도가 높은 공정관리 기법의 정착은 이루어지지 못하고 있다. 이에 본 연구에서는 공사관리의 핵심인 공정관리의 활용에 대해 설문조사방식으로 현장기술자들의 인식 및 이해의 정도를 파악하며 현장에서 실제 사용하고 있는 공정표의 작성수준과 활용 현황을 파악을 위해 방문 조사하여 현재 국내 공정관리 현주소 및 문제점을 파악하였다. 아울러, 기존문헌 및 연구논문의 고찰, 현장에의 적용성을 바탕으로 현장 활용성이 높은 WBS 분류에서부터 work pacckage 도출과 Activty도출, 공정표 작성 및 관리방안을 제안하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2012년도 춘계 학술논문 발표대회
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• pp.143-144
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• 2012

A number of construction projects tied to the concerns and decision-making is also very complicated. In addition, more than any other industry, is inherent in many risk factors. In the course of the construction project on risk factors that exist in the early stages of project risk factors to predict in advance and prepare a project by shortening the construction period and project cost as you can to maximize performance. In this study, I proposed risk management processes and how they are used in web-based schedule risk in the process of change management system, and between 3D CAD, 4D CAD taking into account the linkages, risk management strategy process in the BIM environment.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 추계 학술논문 발표대회
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• pp.90-91
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• 2014

Previous research related to the construction schedule management has focused on construction schedule categorization, construction schedule management, and system development to manage construction schedule risks. Therefore this research present quantitively deducing method for managing construction schedule risk. Based on the investigation, this study suggested the probable risk factors and a practical management method, through interviews and discussions with experts. The quantified risks should be adapted for an individually specific projects and managed until the project is complete. To maintain the continuity of schedule risks, the schedule risk management procedures should be controlled during the performance of the construction project.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2007년도 정기학술발표대회 논문집
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• pp.682-686
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• 2007

건설사업은 다양한 시대적 요구를 충족시키기 위해 매우 다변화되었고, 그에 따라 참여주체들이 많아지고 복잡성이 증가하게 되었으며, 사업의 규모 측면에 있어서도 날로 대형화되어 가고 있는 실정이다. 하지만 현재의 건설 프로젝트 공정관리 수준은 1950년대에 만들어진 PERT나 CPM을 반세기가 지난 지금까지 그대로 사용하고 있을 정도로 후진성을 면치 못하고 있다. 또한 현재의 공정관리는 결과위주의 방식으로 건설사업 과정에서 나타나는 작업 간의 정보의 흐름과 변이요소의 발생을 충분히 고려하지 못하고 있다. 따라서 본 연구에서는 기존의 공정관리도구들의 단점을 개선하고 공정관리기술의 한계를 극복하기 위하여, 국내에는 잘 알려지지 않은 설계관리기법인 DSM(Dependency Structure Matrix)를 도입하여 건설사업 공정관리에 대한 적용성을 고찰해보고자 한다.

• 한국정보처리학회:학술대회논문집
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• 한국정보처리학회 2011년도 춘계학술발표대회
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• pp.1352-1355
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• 2011

Earned value management(EVM)는 프로젝트 진행 상태를 파악하기 위해 주로 비용과 일정 편차, 성과지표를 통합하여 분석하는 것으로 비용/원가 관리를 위해 발전되어 사용되어 왔다. 그러나 최근에는 경영환경 변화에 따라 불확실성이 증가하여 프로젝트 전체 일정의 예측에 대한 성과지표로 사용되고 있다. 본 연구에서, 비용관점에서 분석된 earned value management의 성과 지표와 시간관점에서 분석된 earned schedule의 성과 지표를 비교하여 차이점을 도출하고 비용관점에서의 지표가 프로젝트 전체 일정을 예측하는 것에서는 신뢰성이 떨어지는 현상을 발견하였다. 향후 본 연구를 통해 프로젝트 비용관리와 더불어 earned schedule의 성과 지표를 이용한 일정 예측을 통해 성공적인 프로젝트 수행에 도움이 되도록 하고자 한다.

• 국제학술발표논문집
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• The 6th International Conference on Construction Engineering and Project Management
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• pp.637-638
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• 2015

There has been growing interests in life-cycle project management in the construction industry. A lot of attention is given to Building Information Modeling (BIM) which stores and uses a variety of construction information for the life cycle of project management. However, due to the additional workload arising from BIM, its expected effects versus its input costs are still under discussion in practice. As an attempt to address this issue, one of previous studies suggested an automated linking process by developing Standard Classification Numbering System (SCNS) and Geometry Breakdown Structure (GBS) to enhance the efficiency of integration process of BIM objects, cost, and schedule. Though SCNS and GBS facilitates identifying all different dataset, making object sets and linking schedule activities still needs to be manually done without having an automated tool. In this context, the purpose of this paper is to develop and validate a fully automated integration system for 3D-objects, cost, and schedule. A prototype system for single family homes (Hanok) was developed and tested in order to verify its efficiency.