TECHNICAL NOTES
Feb 12, 2010

Importance of the Tail in Truck Weight Modeling for Bridge Assessment

Publication: Journal of Bridge Engineering
Volume 15, Issue 2

Abstract

To predict characteristic extreme traffic load effects, simulations are sometimes performed of bridge loading events. To generalize the truck weight data, statistical distributions are fitted to histograms of weight measurements. This paper is based on extensive weight-in-motion measurements from two European sites and shows the sensitivity of the characteristic traffic load effects to the fitting process. A semiparametric fitting procedure is proposed: direct use of the measured histogram where there are sufficient data for this to be reliable and parametric fitting to a statistical distribution in the tail region where there are less data. Calculated characteristic load effects are shown to be highly sensitive to the fit in the tail region of the histogram.

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References

Bailey, S. F. (1996). “Basic principles and load models for the structural safety evaluation of existing bridges.” Thesis, École Polythechnique Fédéral de Lausanne, Lausanne, Switzerland.
Bruls, A., Croce, P., Sanpaolesi, L., and Sedlacek, G. (1996). “ENV1991—Part 3: Traffic loads on bridges; calibration of load models for road bridges.” Proc., IABSE Colloquium, IABSE-AIPC-IVBH, Delft, The Netherlands, 439–453.
Caprani, C. C., O'Brien, E. J., and McLachlan, G. J. (2008). “Characteristic traffic load effects from a mixture of loading events on short to medium span bridges.” Struct. Saf., 30(5), 394–404.
Castillo, E. (1988). Extreme value theory in engineering, Academic, San Diego.
Coles, S. G. (2001). An introduction to statistical modeling of extreme values, Springer, Berlin.
EC1. (2003). “Actions on structures. Part 2: Traffic loads on bridges.” Eurocode 1, EN 1991-2:2003, European Committee for Standardization, Brussels.
Flint, A. R., and Jacob, B. (1996). “Extreme traffic loads on road bridges and target values of their effects for code calibration.” Proc., IABSE Colloquium, IABSE, Zurich, Switzerland, 469–478.
Kennedy, D. J. L., Gagnon, D. P., Allen, D. E., and MacGregor, J. G. (1992). “Canadian highway bridge evaluation: Load and resistance factors.” Can. J. Civ. Eng., 19, 992–1006.
Nowak, A. S. (1993). “Live load model for highway bridges.” Struct. Saf., 13, 53–66.
Nowak, A. S. (1994). “Load model for bridge design code.” Can. J. Civ. Eng., 21, 36–49.
O'Connor, A., and O'Brien, E. J. (2005). “Traffic load modeling and factors influencing the accuracy of predicted extremes.” Can. J. Civ. Eng., 32(1), 270–278.
Scott, D. (1992). Multivariate density estimation: Theory, practice, and visualization, Wiley, New York.

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Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 15Issue 2March 2010
Pages: 210 - 213

History

Received: Jan 4, 2009
Accepted: May 11, 2009
Published online: Feb 12, 2010
Published in print: Mar 2010

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Authors

Affiliations

Eugene J. OBrien [email protected]
Professor of Civil Engineering, University College Dublin, Dublin, Ireland. E-mail: [email protected]
Bernard Enright [email protected]
Lecturer in Civil Engineering, Dublin Institute of Technology, Dublin, Ireland (corresponding author). E-mail: [email protected]
Abraham Getachew [email protected]
Suncoast Post-Tension Ltd., Houston, TX 77060. E-mail: [email protected]

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