2020
DOI: 10.5050/ksnve.2020.30.2.149
|View full text |Cite
|
Sign up to set email alerts
|

Virtual Sensing System of Structural Vibration using Digital Twin

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1

Citation Types

0
4
0

Year Published

2021
2021
2023
2023

Publication Types

Select...
3
1
1

Relationship

4
1

Authors

Journals

citations
Cited by 8 publications
(4 citation statements)
references
References 14 publications
0
4
0
Order By: Relevance
“…where δT s,m and δ∆P m are the temperature and the heat source change vectors with zero mean, respectively, and are calculated by δY m , which is the measurement noise data with zero mean. This equation can be calculated more efficiently through the Krylov model reduction method introduced in (7). Using (34), we can redefine (29) as follows:…”
Section: A Regularization Parameter For Stabilitymentioning
confidence: 99%
“…where δT s,m and δ∆P m are the temperature and the heat source change vectors with zero mean, respectively, and are calculated by δY m , which is the measurement noise data with zero mean. This equation can be calculated more efficiently through the Krylov model reduction method introduced in (7). Using (34), we can redefine (29) as follows:…”
Section: A Regularization Parameter For Stabilitymentioning
confidence: 99%
“…For structural dynamics and vibration problems, modelbased virtual sensing techniques [17][18][19][20] have been studied using various state identifcation algorithms such as Markov parameter-based and Kalman flter family methods. Law et al [21] used an explicit time integration scheme to identify the moving forces in the time domain, and Zhu and Law implemented a method to identify the moving forces on multispan bridges [22,23].…”
Section: Introductionmentioning
confidence: 99%
“…For structural dynamics and vibration problems, model-based virtual sensing techniques 17,18,19 have been studied using various state identification algorithms such as Markov parameter-based and Kalman filter family methods. Law et al 20 used an explicit time integration scheme to identify the moving forces in the time domain, and Zhu and Law implemented a method to identify the moving forces on multi-span bridges 21,22 .…”
Section: Introductionmentioning
confidence: 99%