TECHNICAL PAPERS
Feb 1, 2005

Describing a Beta Probability Distribution Function for Construction Simulation

Publication: Journal of Construction Engineering and Management
Volume 131, Issue 2

Abstract

A typical proposed application for a construction simulation model is to assess the productivity of a future operation. This type of application inherently presents the modeler with a situation where there is only a limited amount of data available for choosing an underlying probability distribution function (PDF). This paper presents a formulation for developing a Beta PDF for use in construction simulation modeling. The hypothesis of this paper is that there is a ratio that relates the 75th percentile to the mode of the activity duration. The research demonstrates that using such ratios, along with the minimum, mode, and maximum activity durations, results in estimates of a beta PDF that accurately describes the underlying duration distribution of construction activities. In the methodology proposed here the minimum and maximum activity durations are predicted using deterministic methods based on the physical characteristics of the job and equipment employed. The beta-shaped parameters a and b are estimated using a procedure for fitting beta distributions to activity times when sample data are not available.

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References

AbouRizk, S. M., Halpin, D. W., and Wilson, J. R. (1991). “Visual interactive fitting of beta distributions.” J. Constr. Eng. Manage., 117(4), 589–605.
AbouRizk, S. M., and Halpin, D. W. (1992). “Statistical properties of construction duration data.” J. Constr. Eng. Manage., 118(3), 525–544.
Alpert, M., and Raiffa, H. (1969). “A progress report on the training of probability assessors.” Judgement under uncertainty: Heuristics and biases, Cambridge University Press, Cambridge, U.K., 294–305.
Apostolakis, G., and Mosleh, A. (1982). “Some properties of distributions useful in the study of rare events.” IEEE Trans. Reliab., R-31(1), 87–94.
Brooks, B. (1997). “The effect of payload weight on haul unit performance.” MS thesis, Arizona State Univ., Tempe, Ariz.
Caterpillar Performance Handbook. (2002). Caterpillar, Inc., Peoria, Ill.
Farid, F., and Koning, T. L. (1994). “Simulation verifies queueing program for selecting loader-truck fleets.” J. Constr. Eng. Manage., 120(2), 386–404.
Lichtenstein, S., Fischhoff, B., and Phillips, L. D. (1977). “Calibration of probabilities: The state of the art to 1980.” Judgement under uncertainty: Heuristics and biases, Cambridge University Press, Cambridge, U.K., 306–334.
MacCrimmon, K. R., and Rayvec, C. A. (1964). “An analytical study of the PERT assumptions.” Oper. Res., 12(1), 16–37.
Maio, C. (1998). “Investigation of probability distribution functions for haul cycle simulation.” MS thesis, Arizona State Univ., Tempe, Ariz.
Nunnally, S. (2000). Managing construction equipment, Prentice-Hall, Englewood Cliffs, N.J.
O’Shea, J. F., Slutkin, G. N., and Shaffer, L. R. (1964). “An application of the theory of queues to the forecasting of shovel-truck fleet production.” Construction Research Series No. 3, Dept. of Civil Engineering, Univ. of Illinois, Urbana, Illi.
Peterson, C., and Miller, A. (1964). “Mode, median, and mean as optimal strategies.” J. Exp. Psychol., 68(4), 363–367.
Peterson, C., and Beach, L. R. (1967). “Man as an intuitive statistician.” Psychol. Bull., 68, 29–46.
Peurifoy, R., and Schexnayder, C. (2002). Construction planning, equipment, and methods, McGraw–Hill, New York.
Schaufelberger, J. (1999). Construction equipment management, Prentice-Hall, Englewood Cliffs, N.J.
Schexnayder, C. J., Weber, S. L., and Brooks, B. T. (1999). “Effect of truck payload weight on production.” J. Constr. Eng. Manage., 125(1), 1–7.
Swanson, L. A., and Pazer, H. L. (1971). “Implications of the underlying assumptions of PERT.” Decision Sci., 2, 461–480.
Wilson, J. R., Vaughan, D. K., Naylor, E., and Voss, R. G. (1982). “Analysis of space shuttle ground operations.” Simulation, 38(6), 187–203.

Information & Authors

Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 131Issue 2February 2005
Pages: 221 - 229

History

Received: Jan 18, 2002
Accepted: Mar 16, 2004
Published online: Feb 1, 2005
Published in print: Feb 2005

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Authors

Affiliations

Cliff Schexnayder, F.ASCE [email protected]
Eminent Scholar, Del E. Webb School of Construction, Box 870204, Arizona State Univ., Tempe, AZ 85287-0204. E-mail: [email protected]
Kraig Knutson
Assistant Professor, Del E. Webb School of Construction, Box 870204, Arizona State Univ., Tempe, AZ 85287-0204.
Javier Fente
Structural Engineer, Bechtel Corp., Houston, TX 77056.

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