Assessing time-variant bridge reliability due to pier scour

Peggy Ann Johnson, Bilal M. Ayyub

Research output: Contribution to journalArticle

39 Citations (Scopus)

Abstract

To prevent bridge failure due to pier scour, engineers are being asked to determine the reliability of new and existing bridges. There is currently little guidance for decision making regarding the control of scour at existing piers and the design of piers for avoiding failure due to pier scour. The purpose of this paper is to present a method to assess the risk of bridge failure due to pier scour during the life of the bridge. The analysis involves simulating pier scour for a period of time and determining the probability that the bridge will fail at various points in time during that period. A linear performance function describes the probability of bridge failure due to scour. The distributions and coefficients of variation of the random variables in the performance function are then determined by simulation, and the probability of failure is computed directly. The risk-based failure analysis will enable the engineer to base bridge pier designs and scour control on an estimated probability of failure, thus providing for the safer design of bridges.

Original languageEnglish (US)
Pages (from-to)887-903
Number of pages17
JournalJournal of Hydraulic Engineering
Volume118
Issue number6
DOIs
StatePublished - Jan 1 1992

Fingerprint

Bridge piers
Scour
pier
scour
Piers
Engineers
failure analysis
Random variables
Failure analysis
Decision making
decision making

All Science Journal Classification (ASJC) codes

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

Cite this

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Assessing time-variant bridge reliability due to pier scour. / Johnson, Peggy Ann; Ayyub, Bilal M.

In: Journal of Hydraulic Engineering, Vol. 118, No. 6, 01.01.1992, p. 887-903.

Research output: Contribution to journalArticle

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