• Title/Summary/Keyword: CCPM

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A Study of Construction Duration Predicting Method for Mega Project (메가프로젝트 사업초기단계 사업기간 예측 방법에 관한 연구)

  • Woo, Yu-Mi;Lee, Seung-Hoon;Lee, Hei-Duck;Seo, Yuong-Chil
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2008.11a
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    • pp.597-600
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    • 2008
  • Recently, Several Mega project are been performing as a multi-dimensional development project in Korea, but some problem has been revealed about deficiency of the history, experience, and skill. A multi-dimensional development project require the technology which can manage mega project to its specific at the level of program management. predicting schedule and schedule management are the most important for mega project, been performing over several years. This research shows the method of predicting and planning schedule in the early stage as a pre-study on developing a technology of schedule management. First of all, it presents the development of database considering the specific of mega project that can accumulate the history of schedule and search the schedule according to the type of single and multi building. Also it suggests the method of prediction schedule by creating scenarios according to owner requirements and cash flow, affecting schedule management in the early stage, and the shortening possibility of schedule duration using CCPM theory.

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Application of Critical Chain Project Management to Construction Project by a Case Study (사례연구를 통한 건설프로젝트에 CCPM의 적용)

  • Park Jeong-Hyun;Lee Young-Dae;Kim Young;Kim Sa-Myung;Park Hyeok
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • autumn
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    • pp.274-277
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    • 2003
  • The Theory of Constraints (TOC) is an approach and a philosophy that is used to develop specific management techniques. It was first popularized by the novel, The Goal, that applied the principles to operations management. Since 1997 it has found application in two areas within project management. The first application is scheduling of a single project to reduce project duration and simplify project control. there is a further application to allocate resources that are shared by concurrent project. It is the objective of this paper to explore the fundamentals of critical chain and to pursue an application of critical chain method to construction project by a case study.

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Optimal Scheduling based on Probabilitic Estimation of Construction Duration (확률적 공기산정에 의한 공정 합리화 방안)

  • Kim Sang-Joong;Lee Jae-Soeb
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • autumn
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    • pp.383-387
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    • 2003
  • Construction project has many problem such as delay of the appointed date delivery, over budget, wether and site conditions. When several activities are influenced by the same factor, their duration may be delayed. This paper deals with the problem of construction duration estimating and schedule variation on the construction project. The theory of constraints technique for project management is referred to 'Critical Chain' technique. This paper shows optimal scheduling plan and time management technique, used probability construction duration estimating and scheduling buffer based on the critical chain project management.

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Buffer Management Method for Multiple Projects in the CCPM-MPL Representation

  • Nguyen, Thi Ngoc Truc;Takei, Yoshinori;Goto, Hiroyuki;Takahashi, Hirotaka
    • Industrial Engineering and Management Systems
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    • v.11 no.4
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    • pp.397-405
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    • 2012
  • This research proposes a framework of buffer management for multi-project systems in the critical chain project management (CCPM) method, expressed in the form of max-plus linear (MPL) representation. Since time buffers are inserted in the projects for absorbing uncertainties in task durations and protecting the completion times, the proposed method provides a procedure for frequently surveying the rates of consumed buffers and the rate of elapsed times. Their relation expresses the performance of the projects which is plotted on a chart through the completed processes. The chart presents the current performance of the projects and their interaction, which alerts managers to make necessary decisions at the right time for managing each project and the entire multi-project system. The proposed framework can analyze the complex system readily, and it enables managers to make an effective decision on scheduling. The effectiveness of the framework is demonstrated through a numerical example.

Simulation Analysis of the Train Overhaul Maintenance Capacity for Rolling Stock Depot (열차 차량기지의 중정비 검수 용량 시뮬레이션 분석)

  • Jeon, Byoung-Hack;Lee, Won-Young;Jang, Seong-Young;Yoo, Jae-Kyun
    • Proceedings of the KSR Conference
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    • 2007.05a
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    • pp.1481-1498
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    • 2007
  • As railroad industry face the new Renaissance era, effective and efficient maintenance methods for rolling stock operation are required with advanced railroad technology. All kinds of railroad systems such as high speed long distance train, metropolitan mass transit and light rail require systematic maintenance technology in order to maintain the safe railroad operation. Simulation models for detailed operations of the sample maintenance center are developed. In this study, standard maintenance procedures, layout, equipments and number of workers of Siheung Metropolitan Railroad Maintenance Rolling Stock Depot are considered. The proposed simulation models are developed using simulation package ARENA. Three simulation analysis using the developed simulation model are done. First, the bottleneck operation is identified. Second, the relationship between maintenance center size, number of workers and cycle time is analyzed. Lastly, the scheduling performances between PERT/CPM and Critical Chain Project Management(CCPM) are compared.

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Resolution of Time and Worker Conflicts for a Single Project in a Max-Plus Linear Representation

  • Yoshida, Shotaro;Takahashi, Hirotaka;Goto, Hiroyuki
    • Industrial Engineering and Management Systems
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    • v.10 no.4
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    • pp.279-287
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    • 2011
  • This research develops a framework for resolving time and worker conflicts in the Critical Chain Project Management (CCPM) method, expressed in the form of a Max-Plus Linear (MPL) system. Our previous work proposed a method for resolving time conflicts. However, in practical cases, both time and worker conflicts may occur. Hence, we propose a method for resolving both time and worker conflicts for a single project. We first consider how to detect a resource conflict. Then, we define an adjacency matrix to resolve the detected conflicts. Using the proposed method, we confirm that the resource conflict can be resolved through a numerical example.

Evaluation of Train Overhaul Maintenance Capacity for Rolling Stock Depot Using Computer Simulation Method (시뮬레이션 기법을 활용한 열차 차량기지의 중정비 검수 용량 평가)

  • Jang, Seong-Young;Jeon, Byoung-Hack;Lee, Won-Young;Yoo, Jae-Kyun
    • Journal of the Korean Society for Railway
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    • v.10 no.2 s.39
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    • pp.231-242
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    • 2007
  • As railroad industry faces the new Renaissance era, effective and efficient maintenance methods for rolling stock operation are required with advanced railroad technology. All kinds of railroad systems such as high-speed long-distance train, metropolitan mass transit and light rail require systematic maintenance technology in order to maintain the safe railroad operation. Simulation models for regular operations of the example maintenance center are developed. In this study, standard maintenance procedures, layout, equipments, and number of workers of Siheung Metropolitan Railroad Maintenance Rolling Stock Depot are considered. The proposed simulation models are developed using simulation package ARENA. After simulation, four types of observations are analyzed. First, the bottleneck operation is identified. Second, the relationship between maintenance center size, number of workers and cycle time is analyzed. Third, the scheduling performances between PERT/CPM and Critical Chain Project Management(CCPM) are compared. Lastly, the simulation results according to worker's working coverage shows expanding the worker's coverage decreases the cycle time and increases throughput per train. However, workers are to be fully trained to do multiple skill work.

An Optimal Scheduling Method Using Probability on the Estimation of Construction Duration (확률적 공기산정에 의한 공정계획 합리화 방안)

  • Kim Sang-Joong;Lee Jae-Soeb
    • Korean Journal of Construction Engineering and Management
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    • v.5 no.6 s.22
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    • pp.72-79
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    • 2004
  • Critical Path-based project management has been applied to the construction projects with a goal of delivering projects within original costs and time estimates. These current project management methods, rarely make early finishes of construction Projects. In addition, current practices on time management seems not to take advantages of early finishes concepts due to student syndrome and Parkinson's Law, This research study applied the Theory of Constraints(n) in the estimation of construction project duration. While the TOC includes variety of management techniques, in this study, it refers to critical chain that has been used to develop the specific management technique in scheduling. The concept of critical chain is applied to this study to solve the problems associated with the current scheduling method. The efforts focus to solve the p개blems associated with current construction project scheduling methods by adopting both stochastic estimation technique and the concept of schedule buffer,