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Optimal time and cost balance in project risk management -

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dc.contributor.author El Hajj, Hussein Mohammad
dc.date.accessioned 2017-12-12T08:06:46Z
dc.date.available 2017-12-12T08:06:46Z
dc.date.copyright 2020-09
dc.date.issued 2017
dc.date.submitted 2017
dc.identifier.other b20607489
dc.identifier.uri http://hdl.handle.net/10938/21083
dc.description Thesis. M.E.M. American University of Beirut. Department of Industrial Engineering and Management, 2017. ET:6679
dc.description Advisor : Dr. Bacel Maddah, Professor, Industrial Engineering and Management ; Members of Committee : Dr. Moueen Salameh, Professor, Industrial Engineering and Management ; Dr. Walid Nasr, Associate Professor, Industrial Engineering and Management.
dc.description Includes bibliographical references (leaves 33-34)
dc.description.abstract In almost all real-life projects, activity durations are not known with certainty. Therefore, adopting a schedule that ensures the successful completion of a project on time with a high probability is critical. This often requires, starting the project activities as soon as possible, while abiding by precedence constraints, as advocated by the classical methods of CPM and PERT. However, from a cost control and financing prospective, performing an activity in early stages of a project may not be the best course of action. On the contrary, the present worth criterion advocates starting activities as late as possible, to save on financing costs. The present research is aimed at determining the optimal start time of activities in a project network while accounting for both time value of costs and the risk of scheduling delays. A mathematical program is developed in order to find the optimal starting time of each activity under different structures of the project network topology, while assuming that the activity durations approximately follow independent normal distributions. We find that the optimal delay structure advocates delaying activities at the beginning of the project. In addition, we observe that it might be optimal to delay activities that fall on the path with the longest expected duration, which are deemed “critical” in the classic CPM-PERT approach. A bi-product of our work is a new method to estimate schedule risk, PERT-X, which is found to be more accurate than the classic PERT by comparison with Monte Carlo Simulation results. PERT-X approximates the duration of the maximum of all the project paths by a Normal random variable.
dc.format.extent 1 online resource (x, 41 leaves) : color illustrations
dc.language.iso eng
dc.relation.ispartof Theses, Dissertations, and Projects
dc.subject.classification ET:006679
dc.subject.lcsh PERT (Network analysis)
dc.subject.lcsh Risk assessment.
dc.subject.lcsh Network analysis (Planning)
dc.subject.lcsh Project management.
dc.subject.lcsh Scheduling.
dc.subject.lcsh Cost control.
dc.title Optimal time and cost balance in project risk management -
dc.type Thesis
dc.contributor.department Department of Industrial Engineering and Management
dc.contributor.faculty Maroun Semaan Faculty of Engineering and Architecture
dc.contributor.institution American University of Beirut


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