• Structural Monitoring and Maintenance
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• 제7권2호
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• pp.109-124
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• 2020

Benefiting from the massive monitoring data collected by the Structural health monitoring (SHM) system, scholars can grasp the complex environmental effects and structural state during structure operation. However, the monitoring data is often missing due to sensor faults and other reasons. It is necessary to study the recovery method of missing monitoring data. Taking the structural temperature monitoring data of Nanjing Dashengguan Yangtze River Bridge as an example, the long short-term memory (LSTM) network-based recovery method for missing structural temperature data is proposed in this paper. Firstly, the prediction results of temperature data using LSTM network, support vector machine (SVM), and wavelet neural network (WNN) are compared to verify the accuracy advantage of LSTM network in predicting time series data (such as structural temperature). Secondly, the application of LSTM network in the recovery of missing structural temperature data is discussed in detail. The results show that: the LSTM network can effectively recover the missing structural temperature data; incorporating more intact sensor data as input will further improve the recovery effect of missing data; selecting the sensor data which has a higher correlation coefficient with the data we want to recover as the input can achieve higher accuracy.

• 융합신호처리학회논문지
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• 제8권3호
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• pp.149-155
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• 2007

본 논문에서는 ARM9 프로세서를 위한 실시간 JPEG 2000 코덱을 구현하였다. 구현된 코덱은 프로세서, 메모리와 같은 시스템의 리소스를 효율적으로 사용할 수 있도록 제어 코드와 데이터 관리 코드를 분리하여 설계하였다. 특히 이동전화와 같은 임베디드 환경에서는 제한된 프로세서와 내부메모리를 이용하여 양질의 서비스를 제공하는 것이 매우 중요하다. ARM9계열의 프로세서는 부동소수점을 제공하지 않기 때문에 DWT와 같이 아주 반복적으로 부동소수점 연산을 필요로 하는 동작을 실행하기 위해서는 많은 연산시간이 필요하다. 제안된 코덱은 이러한 단점을 극복하기 위해 고정소수점을 이용하여 프로그램을 하였다. 또한 캐시 메모리를 고려한 코드 최적화 방법을 적용하여 연산속도를 더욱 향상시켰다.

• Smart Structures and Systems
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• 제31권2호
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• pp.183-197
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• 2023

For long-span bridges with a structural health monitoring (SHM) system, environmental temperature-driven responses are proved to be a main component in measurements. However, anomalous structural behavior may be hidden incomplicated recorded data. In order to receive reliable assessment of structural performance, it is important to study therelationship between temperature and monitoring data. This paper presents an application of the cointegration based methodology to detect anomalies that may be masked by temperature effects and then forecast the temperature-induced deflection (TID) of long-span suspension bridges. Firstly, temperature effects on girder deflection are analyzed with fieldmeasured data of a suspension bridge. Subsequently, the cointegration testing procedure is conducted. A threshold-based anomaly detection framework that eliminates the influence of environmental temperature is also proposed. The cointegrated residual series is extracted as the index to monitor anomaly events in bridges. Then, wavelet separation method is used to obtain TIDs from recorded data. Combining cointegration theory with autoregressive moving average (ARMA) model, TIDs for longspan bridges are modeled and forecasted. Finally, in-situ measurements of Xihoumen Bridge are adopted as an example to demonstrate the effectiveness of the cointegration based approach. In conclusion, the proposed method is practical for actual structures which ensures the efficient management and maintenance based on monitoring data.

• Journal of Information Processing Systems
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• 제18권6호
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• pp.719-728
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• 2022

The prediction of short-term traffic flow is the theoretical basis of intelligent transportation as well as the key technology in traffic flow induction systems. The research on short-term traffic flow prediction has showed the considerable social value. At present, the support vector regression (SVR) intelligent prediction model that is suitable for small samples has been applied in this domain. Aiming at parameter selection difficulty and prediction accuracy improvement, the artificial bee colony (ABC) is adopted in optimizing SVR parameters, which is referred to as the ABC-SVR algorithm in the paper. The simulation experiments are carried out by comparing the ABC-SVR algorithm with SVR algorithm, and the feasibility of the proposed ABC-SVR algorithm is verified by result analysis. Continuously, the simulation experiments are carried out by comparing the ABC-SVR algorithm with particle swarm optimization SVR (PSO-SVR) algorithm and genetic optimization SVR (GA-SVR) algorithm, and a better optimization effect has been attained by simulation experiments and verified by statistical test. Simultaneously, the simulation experiments are carried out by comparing the ABC-SVR algorithm and wavelet neural network time series (WNN-TS) algorithm, and the prediction accuracy of the proposed ABC-SVR algorithm is improved and satisfactory prediction effects have been obtained.

• 국제학술발표논문집
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• The 6th International Conference on Construction Engineering and Project Management
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• pp.559-563
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• 2015

Identification of energy use patterns in buildings has a great opportunity for energy saving. To find what energy use patterns exist, clustering analysis has been commonly used such as K-means and hierarchical clustering method. In case of high dimensional data such as energy use time-series, data reduction should be considered to avoid the curse of dimensionality. Principle Component Analysis, Autocorrelation Function, Discrete Fourier Transform and Discrete Wavelet Transform have been widely used to map the original data into the lower dimensional spaces. However, there still remains an ongoing issue since the performance of clustering analysis is dependent on data type, purpose and application. Therefore, we need to understand which data reduction techniques are suitable for energy use management. This research aims find the best clustering method using energy use data obtained from Seoul National University campus. The results of this research show that most experiments with data reduction techniques have a better performance. Also, the results obtained helps facility managers optimally control energy systems such as HVAC to reduce energy use in buildings.

• 정보처리학회논문지D
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• 제13D권7호
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• pp.889-900
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• 2006

센서 네트워크는 애플리케이션 분야에 따라 데이터 특성과 사용자의 요구사항이 다양함에도 불구하고, 현존하는 스트림 데이터 축소 연구는 데이터의 본질적인 특징보다 특정 축소 기법의 성능 향상 측면에 중점을 두고 있다. 이 논문은 계층/분산형 센서 네트워크 구조와 데이터 모델을 소개하고, 선택적으로 축소 기법을 적용하기 위해 데이터 특성과 사용자의 요구에 적합한 다변량 데이터 축소 기법을 비교 평가한다. 다변량 데이터 축소 기법의 성능을 비교 분석하기 위해, 우리는 웨이블릿, HCL(Hierarchical Clustering), SVD(Singular Value Decomposition), 샘플링과 같은 표준화 된 다변량 축소 기법을 이용한다. 실험 데이터는 다차원 시계열 데이터와 로봇 센서 데이터를 사용한다. 실험 결과 SVD와 샘플링 기법이 상대 에러 비율과 수행 성능 측면에서 웨이블릿과 HCL기법에 비해 우수하였다. 특히 각 데이터 축소 기법의 상대 에러 비율은 입력 데이터 특성에 따라 다르기 때문에 선택적으로 데이터 축소 기법을 적용하는 것이 좋은 성능을 보였다. 이 논문은 다차원 센서 데이터가 수집되는 센서 네트워크를 디자인하고 구축하는 응용 분야에 유용하게 활용될 것이다.

• 인터넷정보학회논문지
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• 제25권1호
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• pp.109-121
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• 2024

섬유, 자동차와 같은 여러 제조 공정에서 설비가 고장이 나 멈추게 되면 기계가 작동하지 않게 되고 이는 기업의 시간적, 금전적 손실로 이어진다. 따라서 설비의 고장이 발생하기 전, 고장을 예측하여 정비할 수 있도록 설비의 이상을 사전에 탐지하는 것이 중요하다. 대부분의 설비 고장 원인은 설비의 필수 부품인 베어링의 고장으로, 베어링의 고장을 진단하는 것은 설비예지보전 연구의 핵심이기도 하다. 본 논문에서는 베어링의 진동 신호를 분석하여 SWT-SVD 전처리 알고리즘을 제안하고 이를 시계열 이상탐지 모델 네트워크 중 하나인 어노멀리 트랜스포머에 적용하여 베어링 이상탐지 모델을 구현한다. 제조공정의 베어링 진동신호는 실시간으로 센서값들의 이력이 작성되어 노이즈가 존재하므로, 이를 줄이기 위해 본 연구에서는 정상 웨이블릿 변환(Stationary Wavelet Transform)을 사용하여 주파수 성분을 추출하고, 특이값 분해(Singular Value Decomposition) 알고리즘을 통해 유의미한 특징들을 추출하는 전처리를 진행한다. 제안하는 SWT-SVD 전처리 방법을 적용한 베어링 이상탐지 모델 실험을 위해 IEEE PHM학회에서 제공하는 PHM-2012-Challenge 데이터 세트를 활용하였으며, 실험 결과는 0.98의 정확도와 0.97의 F1-Score로 우수한 성능을 보였다. 추가로, 성능 향상을 입증하기 위해 선행 연구들과 성능 비교를 진행한다. 비교 실험을 통해 제안한 전처리 방법이 기존의 전처리보다 높은 성능을 보임을 확인하였다.

• 한국생산제조학회지
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• 제22권3호
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• pp.343-348
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• 2013

In line with the advances in factory automation, various pieces of equipment are now operated in batch processes controlled by computers. However, many kinds of faults can occur in complicated and large systems, which can result in low productivity and economic loss. The reliability and safety of systems have been studied because of the difficulty of determining the severity and location of faults. Therefore, it is necessary to detect and diagnose such faults in order to guarantee the reliability and safety of the equipment. In this paper, a diagnosis method for the ball bearings of a hydraulic pump is applied using a vibration signal for the maintenance of injection molding equipment. The bearings' defects are selected as a main failure mode through a failure mode and effect analysis (FMEA). Usually, there are nonlinear and impulse components of vibration in a ball bearing with faults. For the effective fault diagnosis of a ball bearing, nonlinear diagnostic methods and time-frequency analysis are applied, in addition to the methods currently used, such as power spectrum, time series analysis, and statistical methods. As a result of this study, a failure diagnosis system is provided that is useful even for non-experts. This is a condition-based method that makes it possible to resolve problems in a timely and economical way, in contrast to the prior method, which required regular but wasteful maintenance based on the experience of expensive external experts.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.176-181
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• 2010

The evaluation of shear modulus (or shear wave velocity) profile of the site is very important in various fields of geotechnical engineering. In the field, there exist spatial variations of shear modulus that case uncertainty in the geotechnical analysis or design. So it is necessary to evaluate the spatial variation of shear wave velocities of the soil site. In this study, the HWAW method is applied to the determination of a 3-D Vs map of soil site. The HWAW method, which is based on harmonic wavelet transforms, has been developed to determine phase and group velocities of waves. The HWAW method uses only the signal portion of the maximum local signal/noise ratio to evaluate the phase velocity in order to minimize the effect of the noise. The field testing of this method is relatively simple and fast because only one experimental setup, which consists of one pair of receivers on the surface, is needed using a short receiver spacing setup (1~3m). These characteristics make it possible to determine detailed local Vs profile in the site with lateral Vs variation and to evaluate 3-D Vs map by performing a series of tests on the grid. To estimate the applicability of the proposed method, field tests were performed. Through field applications validity and applicability of the proposed method were verified.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2003년도 추계학술발표회
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• pp.574-578
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• 2003

There are so many methods to estimate the groundwater recharge. These methods can be categorized into four groups. First groupis related to the water balance analysis, second group is concerned with baseflow/springflow recession, and third group is interested in some types of tracers; environmental tracers and/or temperature profile. The limitation of these types of methods is that the estimated results of recharge are presented in the form of an average over some time period. Forth group has a little different approach. They use the time series data of hydraulic head and specific yield evaluated from field test, and the results of estimation are described in the sequential form. But their approach has a serious problem. The estimated results in forth typeof methods are generally underestimated because they cannot consider the discharge phase of water table fluctuation coupled with the recharge phase. Ketchum el. at. (2000) proposed calibrated method, considering recharge- and discharge-coupled water table fluctuation. But the dischargeis considered just as the areal average with discharge rate. On the other hand, there are many methods to estimate the source wavelet with observed data set in geophysics/signal processing and geophysical methods are rarely applied to the estimation of groundwater recharge. The purpose this study is the evaluation of the applicability of one of the geophysical method in the estimation of sequential recharge rate. The applied geophysical method is called minimum entropy deconvolution (MED). For this purpose, numerical modeling with linearized Boussinesq equation was applied. Using the synthesized hydraulic head through the numerical modeling, the relative sequenceof recharge is calculated inversely. Estimated results are very concordant with the applied recharge sequence. Cross-correlations between applied recharge sequence and the estimated results are above 0.985 in all study cases. Through the numerical test, the availability of MED in the estimation of the recharge sequence to groundwater was investigated