Optimal Risk-Based Hydraulic Design of Bridges

by Yeou-Koung Tung, Asst. Prof. of Civ. Engrg.; Univ. of Nevada, Reno, Nev. 89557,
Larry W. Mays, (M.ASCE), Assoc. Prof. of Civ. Engrg.; Dept. of Civ. Engrg., Univ. of Texas, Austin, Tex. 78712,


Serial Information: Journal of the Water Resources Planning and Management Division, 1982, Vol. 108, Issue 2, Pg. 191-203


Document Type: Journal Paper

Discussion: Laursen Emmett M. (See full record)

Abstract: The hydraulic design of highway bridges entails the evaluation of flood hazard associated with a proposed bridge structure and the determination of socio-environmental effects of the bridge project. A procedure for treating hydrologic uncertainties is incorporated into an optimization framework to develop the optimal risk-based design of the bridge openings and the embankment heights that minimizes the total expected cost. The optimization technique used is called Hooke-Jeeves pattern search. The procedure to determine the optimal bridge design is applied to Leaf River, Mississippi. The effect of using different procedures for hydrogic parameter estimation and the effect of using different hydrologic probability models on the optimal design are examined.

Subject Headings: Bridge design | Hydraulic design | Risk management | Highway bridges | Bridge tests | Highway and road design | Hydrologic models | Highway and road structures | Hydraulic structures | Mississippi

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