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Al-Hussein, M, Alkass, S and Moselhi, O (2005) Optimization Algorithm for Selection and on Site Location of Mobile Cranes. Journal of Construction Engineering and Management, 131(05), 579–90.

Bernold, L E (2005) Paradigm Shift in Construction Education is Vital for the Future of Our Profession. Journal of Construction Engineering and Management, 131(05), 533–9.

Dunston, P S, Gambatese, J A and McManus, J F (2005) Assessing State Transportation Agency Constructability Implementation. Journal of Construction Engineering and Management, 131(05), 569–78.

El-Diraby, T E and Kashif, K F (2005) Distributed Ontology Architecture for Knowledge Management in Highway Construction. Journal of Construction Engineering and Management, 131(05), 591–603.

Georgy, M E, Chang, L and Zhang, L (2005) Prediction of Engineering Performance: A Neurofuzzy Approach. Journal of Construction Engineering and Management, 131(05), 548–57.

Georgy, M E, Chang, L and Zhang, L (2005) Utility-Function Model for Engineering Performance Assessment. Journal of Construction Engineering and Management, 131(05), 558–68.

Hegazy, T and Zhang, K (2005) Daily Windows Delay Analysis. Journal of Construction Engineering and Management, 131(05), 505–12.

Hegazy, T, Elbeltagi, E and Zhang, K (2005) Keeping Better Site Records Using Intelligent Bar Charts. Journal of Construction Engineering and Management, 131(05), 513–21.

Kim, K and de la Garza, J M (2005) Evaluation of the Resource-Constrained Critical Path Method Algorithms. Journal of Construction Engineering and Management, 131(05), 522–32.

  • Type: Journal Article
  • Keywords: Scheduling; Critical path method; Resource allocation; Construction management;
  • ISBN/ISSN: 0733-9364
  • URL: https://doi.org/10.1061/(ASCE)0733-9364(2005)131:5(522)
  • Abstract:
    This study evaluates the resource-constrained critical path method (RCPM), which the writers have recently proposed. RCPM establishes a critical path method (CPM)-like, resource-constrained schedule by resource-dependent activity relationships (or resource links) that the five-step RCPM technique identifies. With its CPM-like feature, RCPM provides the critical path and float data that are not available in traditional resource-constrained scheduling techniques. In addition, RCPM provides more flexibility to the schedule through identified alternative schedules, which allow certain activities to be executed beyond their late finish times without delaying the project completion. This paper evaluates the RCPM’s performance by comparing it with five related previous studies. A brief review of each study is also included in this paper. This comparison shows that RCPM performs well in identifying resource links and alternative schedules, compared to other methods. This study is of interest to academics because it highlights the advantages and disadvantages of different algorithms that have attempted to overcome present problems in traditional resource-constrained scheduling techniques.

Lueke, J S and Ariaratnam, S T (2005) Surface Heave Mechanisms in Horizontal Directional Drilling. Journal of Construction Engineering and Management, 131(05), 540–7.

Sacks, R, Navon, R, Brodetskaia, I and Shapira, A (2005) Feasibility of Automated Monitoring of Lifting Equipment in Support of Project Control. Journal of Construction Engineering and Management, 131(05), 604–14.