Reliability of bridges considering the effect of local scour-Reference-Cited by-同舟云学术

Reliability of bridges considering the effect of local scour

Published:2021 Issue: Volume: Page:
ISSN:2221-3791
Container-title:IABSE Congress Reports
language:
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Author:

Flores-Vidriales D.¹,Gómez R.¹,Escobar J. Alberto¹

Affiliation:

1. Institute of Engineering, UNAM, Structural Engineering Department, Mexico City, Mexico

Abstract

<p>Aging infrastructure is becoming a major concern in the engineering practice, thus, there is a need for the development of a suitable reliability-based analysis of aging bridges subjected to scour hazard. This paper proposes such analysis based in a time dependent stationary deterioration process for the scour demand and a random independent variable for the bridge foundation capacity. Reliability is computed using direct integration for discrete times. Based on the results, an exponential function is proposed to estimate the decrease in reliability due to the accumulation of scour around a bridge pier through time.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference10 articles.

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1. Reliability of bridges considering the effect of local scour;IABSE Congress Reports;2021