2013
DOI: 10.1016/j.sbspro.2013.03.031
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Considerations on Project Quantitative Risk Analysis

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Cited by 25 publications
(10 citation statements)
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“…Cost contingency can be determined employing deterministic and probabilistic approaches. Both approaches are applicable to discretely decide the costs and time contingencies (Bakhshi and Touran 2014;Eldosouky et al 2014;Pawan and Lorterapong 2015;Purnus and Bodea 2013), or the combination of time and cost (Purnus and Bodea 2013). The biggest difference between the two approaches is that the deterministic approach is based on deterministic and point-estimate values, whereas the probabilistic approach is based on stochastic values.…”
Section: Literature Reviewmentioning
confidence: 99%
“…Cost contingency can be determined employing deterministic and probabilistic approaches. Both approaches are applicable to discretely decide the costs and time contingencies (Bakhshi and Touran 2014;Eldosouky et al 2014;Pawan and Lorterapong 2015;Purnus and Bodea 2013), or the combination of time and cost (Purnus and Bodea 2013). The biggest difference between the two approaches is that the deterministic approach is based on deterministic and point-estimate values, whereas the probabilistic approach is based on stochastic values.…”
Section: Literature Reviewmentioning
confidence: 99%
“…Hulett [6] stated that CPM scheduling tools, which include manual and software-based systems, cannot handle the uncertainty that exists in the real world regarding project activity durations because these tools assume that activity durations are with certainty as singlepoint numbers. A stochastic risk analysis technique called Monte Carlo simulation can be applied to evaluate project uncertainties [14][15][16][17]. Monte Carlo simulation is suitable for determining the project completion date because the date is determined by the uncertainty in the duration of many activities that have already been linked logically in the CPM schedule [6].…”
Section: Monte Carlo Simulationmentioning
confidence: 99%
“…Formula 14is an objective function that requires minimizing the total project crash cost. Formulas (15) and (16) are constraints stipulating that the starting time of each node must not be earlier than that of the forward node plus the time of the activity between the two nodes minus the required activity crash time between the two nodes, with the starting time of the initial node being larger than or equal to zero. Formula (17) indicates that the crash time of activity for all segments should not be larger than the difference between the optimistic time or most likely time or pessimistic time minus its expected time, that is, the upper limit of the crash time of each activity.…”
Section: Model 2: Integer Linear Programming Model For Projectmentioning
confidence: 99%
“…Purnus and Bodea [11] noted that project quantitative risk analysis is the hardest part of project risk management and that, although many software solutions to implement risk management methods have been developed, these are usually not used or are improperly applied.…”
Section: Introductionmentioning
confidence: 99%