Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/29481
Title: Sensitivity analysis of chloride induced deterioration in concrete bridges
Authors: Rafiq, Meena Imran 
Chryssanthopoulos, Marios K. 
Onoufriou, Toula 
Major Field of Science: Engineering and Technology
Field Category: Civil Engineering
Keywords: chloride;concrete bridges
Issue Date: 2004
Source: Bridge Maintenance, Safety, Management and Cost: IABMAS 02, 2004
Abstract: Scientific/semi-empirical models have been developed to estimate and predict the extent of deterioration in concrete structures. Input parameters of these models are fraught with uncertainties. These are attributed to the variation in concrete properties and exposure conditions in time and space, and lack of data regarding these variations. Different models for these input parameters have been proposed that have a varying influence on the pre-dicted performance. A methodology has been developed by the authors that uses infor-mation obtained by structural health monitoring to improve confidence in the predicted performance by reducing uncertainties. This paper analyses the sensitivity of different in-put models on the prior and posterior predicted performance. The results quantify the ef-fects of these uncertainties and highlight the effectiveness of the updating methodology based on structural health monitoring.
URI: https://hdl.handle.net/20.500.14279/29481
ISBN: 9789058096807
Rights: © Elsevier
Type: Book Chapter
Affiliation : Cyprus University of Technology 
University of Brighton 
Publication Type: Peer Reviewed
Appears in Collections:Άρθρα/Articles

CORE Recommender
Show full item record

Page view(s) 50

119
Last Week
1
Last month
0
checked on Nov 6, 2024

Google ScholarTM

Check

Altmetric


Items in KTISIS are protected by copyright, with all rights reserved, unless otherwise indicated.