Improved Image Analysis for Evaluating Concrete DamageSource: Journal of Computing in Civil Engineering:;2006:;Volume ( 020 ):;issue: 003DOI: 10.1061/(ASCE)0887-3801(2006)20:3(210)Publisher: American Society of Civil Engineers
Abstract: The use of images, whether in routine maintenance, or postearthquake reconnaissance, has quickly become the preferred approach to record and archive the exterior damage of existing infrastructure. Postsurvey analysis of these images, coupled with careful record keeping, provide invaluable data regarding the health of a structure. However, often significant amounts of data are obtained, especially for large structures, such as bridges. Therefore an automated procedure, which reliably and robustly reports on damage observed from these images, with minimal human intervention, is desirable. To this end, in this work, we present a statistical-based method for conducting image analysis, specifically for the purpose of evaluating concrete damage (cracks, spalling, etc.). We illustrate the derivation of the method, which is grounded in Bayesian decision theory and subsequently present results of the analysis of images with discrete cracks to illustrate its promise.
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contributor author | Tara C. Hutchinson | |
contributor author | ZhiQiang Chen | |
date accessioned | 2017-05-08T21:13:16Z | |
date available | 2017-05-08T21:13:16Z | |
date copyright | May 2006 | |
date issued | 2006 | |
identifier other | %28asce%290887-3801%282006%2920%3A3%28210%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43267 | |
description abstract | The use of images, whether in routine maintenance, or postearthquake reconnaissance, has quickly become the preferred approach to record and archive the exterior damage of existing infrastructure. Postsurvey analysis of these images, coupled with careful record keeping, provide invaluable data regarding the health of a structure. However, often significant amounts of data are obtained, especially for large structures, such as bridges. Therefore an automated procedure, which reliably and robustly reports on damage observed from these images, with minimal human intervention, is desirable. To this end, in this work, we present a statistical-based method for conducting image analysis, specifically for the purpose of evaluating concrete damage (cracks, spalling, etc.). We illustrate the derivation of the method, which is grounded in Bayesian decision theory and subsequently present results of the analysis of images with discrete cracks to illustrate its promise. | |
publisher | American Society of Civil Engineers | |
title | Improved Image Analysis for Evaluating Concrete Damage | |
type | Journal Paper | |
journal volume | 20 | |
journal issue | 3 | |
journal title | Journal of Computing in Civil Engineering | |
identifier doi | 10.1061/(ASCE)0887-3801(2006)20:3(210) | |
tree | Journal of Computing in Civil Engineering:;2006:;Volume ( 020 ):;issue: 003 | |
contenttype | Fulltext |