• 국제학술발표논문집
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• The 9th International Conference on Construction Engineering and Project Management
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• pp.179-187
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• 2022

The project performances can be measured in terms of meeting the project schedule, budget, and conformance to functional and technical specifications. Numerous studies have been conducted to examine the causes and effects of change orders for both vertical and horizontal construction, respectively. However, these studies mainly focus on a single project type, so this paper examines the impact of change order for cost growth and schedule overruns using four different building types to close the gap in the change order research area. A total of 211 building projects are collected from four building types: healthcare, residential, office, and education. Statistical analyses using ANOVA tests and linear regression models are used to examine the created metric $CO/day on the cost and schedule impacts. The results found that mean $CO/day values were not statistically different among building types, and that the sum of change orders is a statistically significant predictor of $CO/day. The results will help project stakeholders mitigate the negative change orders effects can be a challenge for project managers and researchers alike.

• 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.

• 한국철도학회논문집
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• 제10권4호
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• pp.373-380
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• 2007

Recently, various 4D CAD systems for visualizing construction schedule data are being developed. Specially, in case of railway project, the numerical information of progress data should be changed with visualized data by long construction section because the railway project consists of long length in construction site. This study suggests a case study of development of 4D CAD system for visualizing schedule information and the major functions of developed system are verified by railway project. The detailed application procedure of 4D CAD system including input data for a railway project is described in the study. The practical application of 4D CAD system can be improved in railway project by these demonstration researches.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2006년도 정기학술발표대회 논문집
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• pp.105-110
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• 2006

건설공사에서 발생하는 리스크는 시공단계에 많이 발생하므로 공정관리와 통합하여 관리할 수 있다면 효율적일 것이다. 본 연구에서는 공정관리 프로그램을 이용하여 공정리스크를 통합관리하는 방법을 제안하고 있다. 제안된 방법은 사용자 프로그래밍(Visual Basic Application)이 가능한 Microsoft Project에서 구현되었으며, 공사관리자가 공정표를 작성하고 일정관리를 수행하는 과정에서 리스크를 예측하는데 도움을 줄 수 있을 것이다.

• 국제학술발표논문집
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• The 5th International Conference on Construction Engineering and Project Management
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• pp.141-144
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• 2013

This paper presents a system called a Cash-flow based Construction Schedule Optimization system(CfSO). The existing CPM effectively handles schedule and cost management. However, funding strategy should be considered to obtain maximum profit and to progress a project favorably. One of measures is to coordinate the contract terms between owner and subcontractors (or suppliers). Contractor may decrease the interest cost attributed to project financing by adjusting the timing of cash-inflows and cash-outflows. It is an excellent method maximizing profits. This paper presents a method to estimate the amount of a cash-flow occurred periodically by integrating the terms of contract into scheduling. The proposed method is implemented as a system prototype in Microsoft Excel. This system provides a user an automated tool that identifies an optimal schedule that secures maximum profit by adjusting start and finish times of non-critical activities' free-floats without affecting on the project completion time. This system supports a project manager to establish an optimum project schedule and identifies profitable contractual conditions against to a construction owner.

• 산업경영시스템학회지
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• 제39권4호
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• pp.72-80
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• 2016

The market size of plant projects in overseas is so large that domestic EPC project contractors are actively seeking the overseas projects and then trying to meet completion plans since successful fulfillment of these projects can provide great opportunities for them to expand into new foreign markets. International EPC projects involve all of the uncertainties common to domestic projects as well as uncertainties specific to foreign projects including marine transportation, customs, regulations, nationality, culture and so on. When overseas project gets off-schedule, the resulting uncertainty may trigger unexpected exceptions and then critical effects to the project performance. It usually require much more time and costs to encounter these exceptions in foreign sites compared to domestic project sites. Therefore, an exception handling approach is required to manage exceptions effectively for successful project progress in foreign project sites. In this research, we proposed a methodology for prediction and evaluation of exceptions caused by risks in international EPC projects based on sensitivity analysis and Bayesian Networks. First, we identified project schedule risks and related exceptions, which may meet during the fulfillment of foreign EPC projects that is performed in a sequence of engineering, procurement, preparatory manufacture, foreign shipping, construction, inspection and modification activities, and affect project performance, using literature review and expert interviews. The impact of exceptions to the schedule delay were also identified. Second, we proposed a methodology to predict the occurrence of exceptions caused by project risks and evaluate them. Using sensitivity analysis, we can identify activities that critically affect schedule delay and need to focus by priority. Then, we use Bayesian Networks to predict and evaluate exceptions. Third, we applied the proposed methodology to an international EPC project example to validate the proposed approach. Finally, we concluded the research with the further research topics. We expect that the proposed approach can be extended to apply in exception management in project management.

• 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.

• 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.

• 한국건설관리학회논문집
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• 제20권6호
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• pp.98-106
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• 2019

최근 국내 건설공사에서 공기관련 클레임과 분쟁의 발생건수가 급격한 증가세를 보이고 있다. 이러한 현상은 전통적으로 발주자 우위의 국내 건설 계약관행이 계약당사자간 상호적이며 균형적인 관계로 변화되고 있음을 시사하는 것이다. 공기지연 분석은 건설공사 착공시 승인된 공정표의 종류, 공사진행 과정에서 공정표 실적관리를 어떻게 했는지에 따라 적용 방법을 선정하게 된다. 그리고 공기지연 분석에서 가장 중요한 전제조건은 공사초기에 합의된 완전한 CPM공정표가 준비되어 있고, 그러한 공정표의 실적관리가 제대로 기록되어 있는 것이다. 본 연구는 국내 민간 발주자의 대형신축건물을 공사하는 과정에서 시공자가 손해를 보았다며 발주자를 상대로 손해배상을 청구한 사건의 공기지연 분석 방법론을 적용에 관한 것이다. 본 연구에서는 불완전한 CPM공정표에 계획공정 분석법 적용이 적절한 지 판단하고, 이에 대한 대안으로 새로운 기준의 계획공정 대비 완료공정법을 제안한다. 그리고 사례 프로젝트에 계획공정 대비 완료공정법을 적용한 다음, 계획공정 분석법 결과와 비교분석한다. 본 연구의 목적은 국내 건설공사의 공정관리 현실에 적합한 공기지연 분석방법을 제시함으로써, 향후 국내 건설공사의 공기지연관련 분쟁과 소송에서 의미 있는 참고자료로 활용될 수 있도록 하는 것이다.

• 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.