• 한국정보전자통신기술학회논문지
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• 제15권2호
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• pp.117-123
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• 2022

현재 코로나19 확진자는 전 세계적으로 빠르게 증가하고 있다. 감염 확산을 억제할 수 있는 방법으로 신속한 코로나19 검사를 통한 확진자를 찾아내는 것이다. 본 논문에서는 코로나19 진단을 위한 잡음 그룹검사(Noisy Group Testing) 문제를 살펴본다. 기존에 제안한 그룹검사 문제는 측정잡음을 무시하였지만, 최근 들어 코로나19 검사시에 위 양성(false positive)과 위음성(false negative) 사례가 발생하고 있다. 이에 대해 본 논문에서는 잡음 그룹검사 문제를 정의하고 측정잡음이 성능에 얼마나 영향을 미치는지 분석한다. 본 연구를 통해 우리는 코로나19 검사 양성률이 낮은 그룹검사를 수행할수록 측정잡음(measurement noise)에 덜 민감하도록 그룹검사 시스템이 설계되어야 함을 제시한다. 또한 최근 발표한 다른 복원 알고리즘들과 비교하여 본 연구에서 제안하는 신호 복원 알고리즘이 잡음 그룹검사에서 좋은 성능을 보여준다.

• 산업경영시스템학회지
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• 제28권1호
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• pp.41-48
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• 2005

In this paper, we propose a systematic procedure to determine standard time and cycle time in a TFT-LCD factory. The proposed procedure mainly consists of data preprocessing, hypothesis testing and Group technology. Data preprocessing extracts relevant data from large on-line data sets by eliminating corrupt and noisy data. Hypothesis test techniques have been used to determine whether the standard information has been changed. Also, Group technology has been applied to generate standard information for newly developed products. The proposed procedure has been successfully applied to the production information system of a TFT-LCD factory in Korea.

• Steel and Composite Structures
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• 제49권2호
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• pp.161-180
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• 2023

In the previous research, the axial compressive capacity models for the glass fiber-reinforced polymer (GFRP)-reinforced circular concrete compression elements restrained with GFRP helix were put forward based on small and noisy datasets by considering a limited number of parameters portraying less accuracy. Consequently, it is important to recommend an accurate model based on a refined and large testing dataset that considers various parameters of such components. The core objective and novelty of the current research is to suggest a deep learning model for the axial compressive capacity of GFRP-reinforced circular concrete columns restrained with a GFRP helix utilizing various parameters of a large experimental dataset to give the maximum precision of the estimates. To achieve this aim, a test dataset of 61 GFRP-reinforced circular concrete columns restrained with a GFRP helix has been created from prior studies. An assessment of 15 diverse theoretical models is carried out utilizing different statistical coefficients over the created dataset. A novel model utilizing the group method of data handling (GMDH) has been put forward. The recommended model depicted good effectiveness over the created dataset by assuming the axial involvement of GFRP main bars and the confining effectiveness of transverse GFRP helix and depicted the maximum precision with MAE = 195.67, RMSE = 255.41, and R2 = 0.94 as associated with the previously recommended equations. The GMDH model also depicted good effectiveness for the normal distribution of estimates with only a 2.5% discrepancy from unity. The recommended model can accurately calculate the axial compressive capacity of FRP-reinforced concrete compression elements that can be considered for further analysis and design of such components in the field of structural engineering.