TY - GEN
T1 - A formal approach to structural health monitoring design
AU - Cappello, Carlo
AU - Sigurdardottir, Dorotea
AU - Glisic, Branko
AU - Zonta, Daniele
AU - Pozzi, Matteo
PY - 2016
Y1 - 2016
N2 - While the objective of structural design is to achieve stability with an appropriate level of safety, the design of structural health monitoring (SHM design) is performed to identify a configuration that enables acquisition of data with an appropriate level of precision in order to understand the condition state of a structure. Nevertheless, a practical and standardized approach for SHM design is not fully available. In this contribution, we address SHM design by proposing a method for the estimation of the effectiveness of SHM (monitoring effectiveness) based on information available a priori-i.e. before the acquisition of data from sensors. The proposed method is developed with the aim of easing SHM design in real-life settings and maintaining an analogy with structural design. The expected monitoring effectiveness relies on the calculation, performed a priori, of the variance that will affect the estimate of a target variable a posteriori. Since no real observations are available a priori, the estimation of variance is carried out by considering the observations as a random variable. With the aid of two real-life applications, we show how the proposed method can be used in order to evaluate a monitoring system.
AB - While the objective of structural design is to achieve stability with an appropriate level of safety, the design of structural health monitoring (SHM design) is performed to identify a configuration that enables acquisition of data with an appropriate level of precision in order to understand the condition state of a structure. Nevertheless, a practical and standardized approach for SHM design is not fully available. In this contribution, we address SHM design by proposing a method for the estimation of the effectiveness of SHM (monitoring effectiveness) based on information available a priori-i.e. before the acquisition of data from sensors. The proposed method is developed with the aim of easing SHM design in real-life settings and maintaining an analogy with structural design. The expected monitoring effectiveness relies on the calculation, performed a priori, of the variance that will affect the estimate of a target variable a posteriori. Since no real observations are available a priori, the estimation of variance is carried out by considering the observations as a random variable. With the aid of two real-life applications, we show how the proposed method can be used in order to evaluate a monitoring system.
KW - Bayesian probability
KW - COST Action 1402
KW - Civil engineering
KW - Pre-posterior analysis
KW - Structural heath monitoring
UR - http://www.scopus.com/inward/record.url?scp=84994844567&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84994844567&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84994844567
T3 - 8th European Workshop on Structural Health Monitoring, EWSHM 2016
SP - 500
EP - 509
BT - 8th European Workshop on Structural Health Monitoring, EWSHM 2016
PB - NDT.net
T2 - 8th European Workshop on Structural Health Monitoring, EWSHM 2016
Y2 - 5 July 2016 through 8 July 2016
ER -