Overview of a Modal-Based Condition Assessment ProcedureSource: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 004Author:Xiaoyi Wang
,
Scott Kangas
,
Divyachapan Padur
,
Lei Liu
,
James A. Swanson
,
Arthur J. Helmicki
,
Victor J. Hunt
DOI: 10.1061/(ASCE)1084-0702(2005)10:4(460)Publisher: American Society of Civil Engineers
Abstract: Condition assessment is a term that is used to describe the process of characterizing the physical condition of constructed systems. This paper summarizes a condition assessment (CA) procedure based on a complete system of field-testing, finite element (FE) modeling, and load rating. Experimental techniques, including both modal testing and truckload testing, are used to collect measurements of the constructed systems. The basic mechanism and procedure of the FE modeling and calibration are presented. Different physical parameters of FE models are adjusted during the calibration process using both static and dynamic responses as criteria to achieve convergence between experimental measurements and analytical results using carefully developed objective functions. Finally, a bridge load rating is completed on the basis of the calibrated model. These developments are described and illustrated using a representative bridge as an example.
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contributor author | Xiaoyi Wang | |
contributor author | Scott Kangas | |
contributor author | Divyachapan Padur | |
contributor author | Lei Liu | |
contributor author | James A. Swanson | |
contributor author | Arthur J. Helmicki | |
contributor author | Victor J. Hunt | |
date accessioned | 2017-05-08T21:25:20Z | |
date available | 2017-05-08T21:25:20Z | |
date copyright | July 2005 | |
date issued | 2005 | |
identifier other | %28asce%291084-0702%282005%2910%3A4%28460%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50848 | |
description abstract | Condition assessment is a term that is used to describe the process of characterizing the physical condition of constructed systems. This paper summarizes a condition assessment (CA) procedure based on a complete system of field-testing, finite element (FE) modeling, and load rating. Experimental techniques, including both modal testing and truckload testing, are used to collect measurements of the constructed systems. The basic mechanism and procedure of the FE modeling and calibration are presented. Different physical parameters of FE models are adjusted during the calibration process using both static and dynamic responses as criteria to achieve convergence between experimental measurements and analytical results using carefully developed objective functions. Finally, a bridge load rating is completed on the basis of the calibrated model. These developments are described and illustrated using a representative bridge as an example. | |
publisher | American Society of Civil Engineers | |
title | Overview of a Modal-Based Condition Assessment Procedure | |
type | Journal Paper | |
journal volume | 10 | |
journal issue | 4 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)1084-0702(2005)10:4(460) | |
tree | Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 004 | |
contenttype | Fulltext |