TECHNICAL PAPERS
Jun 1, 1995

Graphical-Based Method for Transient Evaluation of Construction Operations

Publication: Journal of Construction Engineering and Management
Volume 121, Issue 2

Abstract

Construction operations involve complex resource interactions and are typically performed in the field with exogenous factors such as inclement weather conditions and equipment breakdowns. The complexity of resource interactions combined with external factors creates a transient environment for construction operations. This research uses computer simulation techniques and a graphical method, DISCO (Dynamic Interface for Simulation of Construction Operations), for the evaluation of the transient effects of construction operations. DISCO uses the CYCLONE schematic model diagram of a process as the modeling framework and allows breaks or interruptions in the simulation run and stopping of the simulation time clock to investigate the transient states of resources and tasks in a process. The scope of the study focuses mainly on the transient effects caused by the process mobilization of construction operations every day. Two construction operations are used as case studies for the investigation. Results of the study and observations are discussed.

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References

1.
Bernold, L. E. (1985). “Productivity transients in construction processes,” PhD thesis, Georgia Institute of Technology, Atlanta, Ga.
2.
Bernold, L. E.(1989). “Simulation of nonsteady construction processes.”J. Constr. Engrg. and Mgmt., ASCE, 115(2), 163–178.
3.
Bratley, P., Fox, B., and Schrage, L. (1987). A guide to simulation. Springer-Verlag, New York, N.Y.
4.
Halpin, D. W. (1990a). MicroCYCLONE user's manual . Learning Systems, Inc., West Lafayette, Ind.
5.
Halpin, D. W. (1990b). MicroCYCLONE system manual. Div. of Constr. Engrg. and Mgmt., Purdue University, West Lafayette, Ind.
6.
Halpin, D. W., and Riggs, L. S. (1992). Planning and analysis of construction operations. John Wiley and Sons, New York, N.Y.
7.
Huang, R.-Y. (1991). “Using simulation for analysis of shift effects,” MSc independent study, Purdue University, West Lafayette, Ind.
8.
Huang, R.-Y. (1994). “A graphical-based method for transient evaluation of construction operations,” PhD thesis, Purdue University, West Lafayette, Ind.
9.
Huang, R.-Y., and Halpin, D. W. (1993). DISCO user's guide . Div. of Constr. Engrg. and Mgmt., Purdue University, West Lafayette, Ind.
10.
Huang, R.-Y., and Halpin, D. W.(1994). “Visual construction operations simulation—the DISCO approach.”J. Microcomp. in Civ. Engrg., 9, 175–184.
11.
Tavakoli, A. (1983). “Productivity analysis of heavy construction operations,” PhD thesis, Georgia Institute of Technology, Atlanta, Ga.

Information & Authors

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Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 121Issue 2June 1995
Pages: 222 - 229

History

Published online: Jun 1, 1995
Published in print: Jun 1995

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Authors

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Rong-Yau Huang, Associate Member, ASCE
Res. Assoc., School of Civ. Engrg., Purdue Univ., West Lafayette, IN 47907.
Daniel W. Halpin, Member, ASCE
Prof. and Head, Constr. Engrg. and Mgmt. Div., Purdue Univ., West Lafayette, IN.

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