Seunghee Park

Prof. Seunghee Park

2066 Seobu-ro Jangan-gu Suwon Gyeonggi 16419 Korea
orcid

Research Focus & Metrics

Academic Career Length

25Years (2002-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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26 June 2006 in Experimental Mechanics
Verified
Journal Article
Closed access
PDF file
Seunghee ParkSeunghee Park
Seunghee Park
SAS. Ahmad
S. Ahmad
CYC.-B. Yun
C.-B. Yun
Yongrae RohYongrae Roh
Yongrae Roh

1 June 2012 in Engineering Structures
Verified
Journal Article
Closed access
JMJiyoung Min
Jiyoung Min
Seunghee ParkSeunghee Park
Seunghee Park
CYChung-Bang Yun
Chung-Bang Yun
CLChang-Geun Lee
Chang-Geun Lee
CLChanggil Lee
Changgil Lee

22 June 2006 in Smart Materials and Structures
Verified
Journal Article
Closed access
Seunghee ParkSeunghee Park
Seunghee Park
CYChung-Bang Yun
Chung-Bang Yun
Yongrae RohYongrae Roh
Yongrae Roh
Jong-Jae LeeJong-Jae Lee
Jong-Jae Lee

3 September 2008 in Journal of Intelligent Material Systems and Structures
Verified
Journal Article
Closed access
KKKi-Young Koo
Ki-Young Koo
Seunghee ParkSeunghee Park
Seunghee Park
Jong-Jae LeeJong-Jae Lee
Jong-Jae Lee
CYChung-Bang Yun
Chung-Bang Yun
This study presents an impedance-based structural health monitoring (SHM) technique considering temperature effects. The temperature variation results in significant impedance variations, particularly a frequency shift in the impedance, which may lead to erroneous diagnostic results of real structures, such as civil, mechanical, and aerospace structures. In order to minimize the effect of the temperature variation on the impedance measurements, a previously proposed temperature compensation technique based on the cross-correlation between the reference-impedance data and a concurrent impedance data is revisited. In this study, cross-correlation coefficient (CC) after an effective frequency shift (EFS), which is defined as the frequency shift causing two impedance data to have the maximum correlation, is utilized. To promote a practical use of the proposed SHM strategy, an automated continuous monitoring framework using MATLAB® is developed and incorporated with the current hardware system. Validation of the proposed technique is carried out on a lab-sized steel truss bridge member under a temperature varying environment. It has been found that the CC values have shown significant fluctuations due to the temperature variation, even after applying the EFS method. Therefore, an outlier analysis providing the optimal decision limits under the inevitable variations has been carried out for more systematic damage detection. It has been found that the threshold level shall be properly selected considering the daily temperature range and the minimum target damage level for detection. It has been demonstrated that the proposed strategy combining the EFS and the outlier analysis can be effectively used in the automated continuous SHM of critical structural members under temperature variations.

17 January 2020 in Applied Sciences
Verified
Journal Article
Open access
PDF file
DJDaekyo Jung
Daekyo Jung
TVTran Tuan Vu
Tran Tuan Vu
DTDai Tran
Dai Tran
MPMinsoo Park
Minsoo Park
Seunghee ParkSeunghee Park
Seunghee Park
In order to protect human lives and infrastructure, as well as to minimize the risk of damage, it is important to predict and respond to natural disasters in advance. However, currently, the standardized disaster response system in South Korea still needs further advancement, and the response phase systems need to be improved to ensure that they are properly equipped to cope with natural disasters. Existing studies on intelligent disaster management systems (IDSSs) in South Korea have focused only on storms, floods, and earthquakes, and they have not used past data. This research proposes a new conceptual framework of an IDSS for disaster management, with particular attention paid to wildfires and cold/heat waves. The IDSS uses big data collected from open application programming interface (API) and artificial intelligence (AI) algorithms to help decision-makers make faster and more accurate decisions. In addition, a simple example of the use of a convolutional neural network (CNN) to detect fire in surveillance video has been developed, which can be used for automatic fire detection and provide an appropriate response. The system will also consider connecting to open source intelligence (OSINT) to identify vulnerabilities, mitigate risks, and develop more robust security policies than those currently in place to prevent cyber-attacks.

12 November 2020 in Remote Sensing
Verified
Journal Article
Open access
PDF file
MPMinsoo Park
Minsoo Park
DTDai Tran
Dai Tran
DJDaekyo Jung
Daekyo Jung
Seunghee ParkSeunghee Park
Seunghee Park
To minimize the damage caused by wildfires, a deep learning-based wildfire-detection technology that extracts features and patterns from surveillance camera images was developed. However, many studies related to wildfire-image classification based on deep learning have highlighted the problem of data imbalance between wildfire-image data and forest-image data. This data imbalance causes model performance degradation. In this study, wildfire images were generated using a cycle-consistent generative adversarial network (CycleGAN) to eliminate data imbalances. In addition, a densely-connected-convolutional-networks-based (DenseNet-based) framework was proposed and its performance was compared with pre-trained models. While training with a train set containing an image generated by a GAN in the proposed DenseNet-based model, the best performance result value was realized among the models with an accuracy of 98.27% and an F1 score of 98.16, obtained using the test dataset. Finally, this trained model was applied to high-quality drone images of wildfires. The experimental results showed that the proposed framework demonstrated high wildfire-detection accuracy.