Journal of Construction Engineering and Management · 2009 · 66 citations · 23 references
ManagementIndustrial EngineeringOperations ManagementOptimizationProject SchedulingSchedulingCritical Path AnalysisFloat AnalysisLinear SchedulingScheduling TheoryActivity Float AnalysisCritical Path SchedulingProductivityProject Duration EstimationProject Duration ReductionScheduling Analysis
This paper describes a new integrated method of linear schedule analysis using singularity functions. These functions have previously been used for structural analysis and are newly applied to scheduling. Linear schedules combine information on time and amount of work for each activity. A general model is presented with which activities and their buffers can be mathematically described in detail. The algorithm of the new method forms the body of the paper, including the steps of setting up initial equations, calculating pairwise differences between them, differentiating these to obtain the location of any minima, and deriving the final equations. The algorithm consolidates the linear schedule under consideration of all constraints and, thus, automatically generates the minimum overall project duration. The model distinguishes time and amount buffers, which bears implications for the definition and derivation of the critical path. Future research work will address float and resource analysis using the new model.
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