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Bubshait, A A and Cunningham, M J (1998) Comparison of Delay Analysis Methodologies. Journal of Construction Engineering and Management, 124(04), 315–22.
Chao, L and Skibniewski, M J (1998) Fuzzy Logic for Evaluating Alternative Construction Technology. Journal of Construction Engineering and Management, 124(04), 297–304.
Faniran, O O, Oluwoye, J O and Lenard, D J (1998) Interactions between Construction Planning and Influence Factors. Journal of Construction Engineering and Management, 124(04), 245–56.
Garza, J M d l, Hancher, D E and Decker, L (1998) Analysis of Safety Indicators in Construction. Journal of Construction Engineering and Management, 124(04), 312–4.
Harmelink, D J and Rowings, J E (1998) Linear Scheduling Model: Development of Controlling Activity Path. Journal of Construction Engineering and Management, 124(04), 263–8.
Harris, R B and Ioannou, P G (1998) Scheduling Projects with Repeating Activities. Journal of Construction Engineering and Management, 124(04), 269–78.
- Type: Journal Article
- Keywords:
- ISBN/ISSN: 0733-9364
- URL: https://doi.org/10.1061/(ASCE)0733-9364(1998)124:4(269)
- Abstract:
Construction contractors are often faced with projects containing multiple units wherein activities repeat from unit to unit. These projects require schedules that ensure the uninterrupted usage of resources from an activity in one unit to a similar activity in the next unit. The critical path method (CPM) cannot assure this requirement because only technical precedence and resource availability constraints are explicitly shown in CPM networks. The repetitive scheduling method (RSM) described in this paper recognizes the technical constraints of CPM and also includes an additional resource continuity constraint to ensure continuous resource usage. RSM is a scheduling methodology that simplifies and generalizes various multiunit scheduling procedures previously proposed by several authors and it is known by a number of different names. It applies to both vertical and horizontal projects containing either discrete or continuous activities. An RSM schedule is presented graphically as an X-Y plot of a series of production lines, each of which represent a repetitive activity. RSM introduces the control point as a new concept for positioning successive production lines that may either diverge or converge, depending upon their relative slopes. The control point between two successive production lines is located toward the first unit in the sequence of units if the lines diverge, and toward the last unit in the sequence if the lines converge. RSM also introduces the controlling sequence of activities as a new concept for the determination of the project duration. This sequence includes activities between control points on successive unit production lines and extends from project start to project finish. The controlling sequence may include both critical and noncritical activities.
LeBlond, D, Owen, F, Gibson, G E, Haas, C T and Traver, A E (1998) Control Improvement for Advanced Construction Equipment. Journal of Construction Engineering and Management, 124(04), 289–96.
Moon, S and Bernold, L E (1998) Graphic-Based Human-Machine Interface for Construction Manipulator Control. Journal of Construction Engineering and Management, 124(04), 305–11.
Tabatabai-Gargari, M and Elzarka, H M (1998) Integrated CAD/KBS Approach for Automating Preconstruction Activities. Journal of Construction Engineering and Management, 124(04), 257–62.
Tommelein, I D (1998) Pull-Driven Scheduling for Pipe-Spool Installation: Simulation of Lean Construction Technique. Journal of Construction Engineering and Management, 124(04), 279–88.
Toole, T M (1998) Uncertainty and Home Builders' Adoption of Technological Innovations. Journal of Construction Engineering and Management, 124(04), 323–32.
Wang, S Q, Tiong, R L K, Ting, S K, Chew, D and Ashley, D (1998) Evaluation and Competitive Tendering of BOT Power Plant Project in China. Journal of Construction Engineering and Management, 124(04), 333–41.