Optimal sensor placement for dynamic model updating of civil engineering structures

Optimal sensor configuration for a nine-storey shear building model is presented using statistical methodology. The optimal placing of sensors allows measured data that contains the most information for model parameter estimation to be collected. This methodology is useful in damage detection, model...

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主要作者: Toh, Kelly Jia Li.
其他作者: School of Civil and Environmental Engineering
格式: Final Year Project
語言:English
出版: 2013
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在線閱讀:http://hdl.handle.net/10356/53827
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機構: Nanyang Technological University
語言: English
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spelling sg-ntu-dr.10356-538272023-03-03T17:18:57Z Optimal sensor placement for dynamic model updating of civil engineering structures Toh, Kelly Jia Li. School of Civil and Environmental Engineering Cheung Sai Hung DRNTU::Engineering::Civil engineering::Structures and design Optimal sensor configuration for a nine-storey shear building model is presented using statistical methodology. The optimal placing of sensors allows measured data that contains the most information for model parameter estimation to be collected. This methodology is useful in damage detection, model updating and localisation applications. Uncertainties such as modelling error, and model uncertainties are taken into account for this method. The optimality criterion for the sensor configuration depends on the entropy information, a unique measure of uncertainty in the parameters of the model. The uncertainty is derived using a Bayesian statistical methodology, in which the value of entropy measure is minimised considering a set of possible sensor configurations. The values of entropy measure is computed using genetic algorithm. Large uncertainties are also considered by using Monte Carlo simulation. Bachelor of Engineering (Civil) 2013-06-07T07:34:35Z 2013-06-07T07:34:35Z 2013 2013 Final Year Project (FYP) http://hdl.handle.net/10356/53827 en Nanyang Technological University 52 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Toh, Kelly Jia Li.
Optimal sensor placement for dynamic model updating of civil engineering structures
description Optimal sensor configuration for a nine-storey shear building model is presented using statistical methodology. The optimal placing of sensors allows measured data that contains the most information for model parameter estimation to be collected. This methodology is useful in damage detection, model updating and localisation applications. Uncertainties such as modelling error, and model uncertainties are taken into account for this method. The optimality criterion for the sensor configuration depends on the entropy information, a unique measure of uncertainty in the parameters of the model. The uncertainty is derived using a Bayesian statistical methodology, in which the value of entropy measure is minimised considering a set of possible sensor configurations. The values of entropy measure is computed using genetic algorithm. Large uncertainties are also considered by using Monte Carlo simulation.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Toh, Kelly Jia Li.
format Final Year Project
author Toh, Kelly Jia Li.
author_sort Toh, Kelly Jia Li.
title Optimal sensor placement for dynamic model updating of civil engineering structures
title_short Optimal sensor placement for dynamic model updating of civil engineering structures
title_full Optimal sensor placement for dynamic model updating of civil engineering structures
title_fullStr Optimal sensor placement for dynamic model updating of civil engineering structures
title_full_unstemmed Optimal sensor placement for dynamic model updating of civil engineering structures
title_sort optimal sensor placement for dynamic model updating of civil engineering structures
publishDate 2013
url http://hdl.handle.net/10356/53827
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