Risk-Based Method for Selecting Bridge Scour Countermeasures

Author:

Johnson Peggy A.1,Niezgoda Sue L.2

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Penn State Univ., University Park, PA 16802.

2. Graduate Research Assistant, Dept. of Civil Engineering, Penn State Univ., University Park, PA 16802.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference27 articles.

1. American Nuclear Society. (1983). Probabilistic risk assessment guide: A guide to the performance of probabilistic risk assessments for nuclear power plants NUREG/CR-2300 Vol. 1 Office of Nuclear Regulatory Research U.S. Nuclear Regulatory Commission Washington D.C.

2. Bluvband Z. and Zilberberg E. (1998). “Knowledge base approach to integrated FMEA.” American Society for Quality’s 52nd Annual Quality Congress Proc. Philadelphia 535–545.

3. Chabert J. and Engeldinger P. (1956). “Etude des affouillements autour des piles de ponts.” Laboratoire d’Hydraulique Chatou France.

4. Dushnisky K. and Vick S. G. (1996). “Evaluating risk to the environment from mining using failure modes and effects analysis.” Proc. 1996 Conf. on Uncertainty in the Geologic Environment Madison Wis 848–865.

5. Elias V. (1994). “Strategies for managing unknown bridge foundations.” FHWA Rep. No. FHWA-RD-92-030 U.S. Department of Transportation Federal Highway Administration McLean Va.

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