• 한국태양에너지학회:학술대회논문집
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• 한국태양에너지학회 2011년도 추계학술발표대회 논문집
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• pp.164-168
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• 2011

This study of PV modules in the external environment, learn about the mechanical strength characteristics, the module will investigate the aluminum frame. Positive support in the module by wind loads if uniformly distributed load acting on the front glass of the module size and elongation(${\omega}$), and accordingly, depending on the bend is sealed inside the solar cell, micro-cracks that will occur. At this point the most damage-prone parts in a module, this module is part of the center of a strong wind load is applied by the destruction of the environment does not occur in the module frame to secure the reliability and to evaluate changes in the structure.

• 대한조선학회논문집
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• 제43권2호
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• pp.206-212
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• 2006

Structural reliability of electrical panels installed in naval vessels is of critical importance from structural performance viewpoint. The electrical panels may be exposed to vibration and fatigue loadings from internal and external sources as well as wave loadings which result into a crack and fracture due to the decrease of fatigue strength. It is also well known that welded joints including brackets within steel structures .such as vessels and bridges are vulnerable against such repeated loadings. This study introduces a preliminary result of the optimized shape of frame bracket consisting of electrical panels in navel vessels against fatigue loading and their fatigue life at brackets of electrical panels by means of hot spot stress and structural stress methods.

• Earthquakes and Structures
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• 제7권1호
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• pp.101-117
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• 2014

This paper presents a reliability-based analysis on seismic performance of timber-steel hybrid shear wall systems. Such system is composed of steel moment resisting frame and infill wood frame shear wall. The performance criteria of the hybrid system with respect to different seismic hazard levels were determined through a damage assessment process, and the effectiveness of the infill wood shear walls on improving the seismic performance of the hybrid systems was evaluated. Performance curves were obtained by considering different target non-exceedance probabilities, and design charts were further established as a function of seismic weight. Wall drift responses and shear forces in wood-steel bolted connections were used as performance criteria in establishing the performance curves to illustrate the proposed design procedure. It was found that the presence of the infill wood shear walls significantly reduced the non-performance probabilities of the hybrid wall systems. This study provides performance-based seismic evaluations on the timber-steel hybrid shear walls in support of future applications of such hybrid systems in multi-story buildings.

• 전력전자학회:학술대회논문집
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• 전력전자학회 2019년도 전력전자학술대회
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• pp.207-209
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• 2019

This paper proposes a grid-tied photovoltaic (PV) system, consisting of Voltage-fed dual-active-bridge (DAB) dc-dc converter with single phase inverter. The proposed converter allows a small dc-link capacitor, so that system reliability can be improved by replacing electrolytic capacitors with film capacitors. The double line frequency free maximum power point tracking (MPPT) is also realized in the proposed converter by using Ripple Correlation method. First of all, to eliminate the double line frequency ripple which influence the reduction of DC source capacitance, control is developed. Then, a designing of Current control in DQ frame is analyzed and to fulfill the international harmonics standards such as IEEE 519 and P1547, $3^{rd}$ harmonic in the grid is directly compensated by the feedforward terms generated by the PR controller with the grid current in stationary frame to achieve desire Total Harmonic Distortion (THD). 5-kW PV converter and inverter module with a small dc-link film capacitor was built in the laboratory with the proposed control and MPPT algorithm. Experimental results are given to validate the converter performance.

• 한국멀티미디어학회논문지
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• 제24권2호
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• pp.305-311
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• 2021

One of the highly reliable object tracking methods is to trace objects by associating objects detected by deep learning. The detected object is represented by a rectangular box. The box has information such as location and size. Since the tracker has motion information of the object in addition to the location and size, knowing additional information about the motion of the detected box can increase the reliability of object tracking. In this paper, we present a new method of reliably estimating the moving direction of the detected object in underground parking lot. First, the frame difference image is binarized for detecting motion energy, change due to the object motion. Then, a cumulative binary image is generated that shows how the motion energy changes over time. Next, the moving direction of the detected box is estimated from the accumulated image. We use a new cost function to accurately estimate the direction of movement of the detected box. The proposed method proves its performance through comparative experiments of the existing methods.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제15권11호
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• pp.3970-3990
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• 2021

In view of the problems of insufficient data collection and processing capability of multi-source heterogeneous equipment, and low visibility of equipment status at the ship block construction site. A data collection method for ship block construction equipment based on wireless sensor network (WSN) technology and a data processing method based on edge computing were proposed. Based on the Browser/Server (B/S) architecture and the OneNET platform, an online monitoring system for ship block construction equipment was designed and developed, which realized the visual online monitoring and management of the ship block construction equipment status. Not only that, the feasibility and reliability of the monitoring system were verified by using the intelligent tire frame system as the application object. The research of this project can lay the foundation for the ship block construction equipment management and the ship block intelligent construction, and ultimately improve the quality and efficiency of ship block construction.

• Smart Structures and Systems
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• 제29권2호
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• pp.321-336
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• 2022

Model uncertainty is a key factor that could influence the accuracy and reliability of numerical model-based analysis. It is necessary to acquire an appropriate updating approach which could search and determine the realistic model parameter values from measurements. In this paper, the Bayesian model updating theory combined with the transitional Markov chain Monte Carlo (TMCMC) method and K-means cluster analysis is utilized in the updating of the structural model parameters. Kriging and polynomial chaos expansion (PCE) are employed to generate surrogate models to reduce the computational burden in TMCMC. The selected updating approaches are applied to three structural examples with different complexity, including a two-storey frame, a ten-storey frame, and the national stadium model. These models stand for the low-dimensional linear model, the high-dimensional linear model, and the nonlinear model, respectively. The performances of updating in these three models are assessed in terms of the prediction uncertainty, numerical efforts, and prior information. This study also investigates the updating scenarios using the analytical approach and surrogate models. The uncertainty quantification in the Bayesian approach is further discussed to verify the validity and accuracy of the surrogate models. Finally, the advantages and limitations of the surrogate model-based updating approaches are discussed for different structural complexity. The possibility of utilizing the boosting algorithm as an ensemble learning method for improving the surrogate models is also presented.

• 대한조선학회논문집
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• 제28권2호
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• pp.195-206
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• 1991

본 논문은 구조부재의 안전성평가에 적용되는 1차 신뢰성해석법들의 비교를 다룬 것으로서, 구조해석 시 재료와 기하학적 변수들의 불확실성을 고려하는 방법과 이를 고려하지 않는 방법으로 편의상 나누어 비교하여 보았다. 전자를 흔히 확율 유한요소법(Stochastic Finite Element Method 또는 Probabilistic Finite Element Method)라고 하는데 이와 구별해 주기 위하여 현재 널리 쓰이는 후자의 방법을 통상적인 신뢰성해석법(Ordinary Reliability Method)이라고 하였다. 이통상적인 방법에서는 구조해석을 단 한번 수행하고 그 결과를 신뢰성 해석과정에 직접 이용한다. 이는 재료 및 기하학적 변수들의 불확실성이 음력이나 변위의 불확실성에 영향을 주지 않고 따라서 그 불확실성의 정도를 하중의 것과 같다는 가정을 이용한다. 본 논문에서는 위의 두방법을 평면 골조구조물의 안전성평가에 적용하였고 그 결과들을 효율성과 응용성 측면에서 비교하였다. 본 논문의 구조모델에 대한 결과에 따르면 재료 및 기하학적 변수들의 불확실성이 비교적 작을때(즉, COV가 약15%이하일 때) 통상적인 신뢰성 해석법은 적용해도 만족할 만한 결과를 주고 효율적인데, 확율유한요소법은 그 COV들이 약15%이상인 구조물에 적용하는 것이 바람직하다.

• 대한전자공학회논문지SP
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• 제46권3호
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• pp.28-36
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• 2009

본 논문은 비디오의 시간적 화질 향상을 위한 새로운 프레임율 증가 방법을 제안한다. 제안하는 방법에서는 계층적 움직임 추정 시에 탐색범위를 적응적으로 변환하는 방법을 이용하며, 움직임 보상 시 보간되지 않은 부분에 한하여 양방향 움직임 추정 및 보상과 선형 보간법을 수행한다. 부정확한 움직임 벡터 추정으로 인한 오류를 방지하기 위하여 신뢰도를 기반으로 탐색범위를 적응적으로 조절하며, 움직임 추정에 대한 신뢰도를 높이기 위하여 분산이 높은 블록 순으로 움직임 추정을 수행한다. 또한, 보간되지 않은 영역에서 배경과 객체를 분리한 후 배경인 영역에서는 선형보간법을 수행하고, 객체로 추정된 영역에서는 양방향 움직임 추정 방법을 이용하여 보간한다. 알고리즘의 성능을 평가하기 위하여 원본 프레임과 제안한 알고리즘을 이용하여 보간한 프레임 사이의 PSNR을 측정하였다. 그 결과, 화질이 기존 알고리즘보다 약 2dB 정도 개선되었으며, 블록화 현상과 몽롱화 현상이 감소한 것을 확인할 수 있었다.

• 한국구조물진단유지관리공학회 논문집
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• 제20권6호
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• pp.113-119
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• 2016

본 연구는 철골모멘트골조를 대상으로 변형률 기반 횡응답 예측 기법 제시한다. 기둥의 변형률 데이터를 이용하여 건물레벨의 횡응답을 예측한다. 변형률 데이터는 한 개의 기둥 당 총 4개의 변형률 센서가 설치된다고 가정하여 기둥의 양 단부의 변형률 응답 값을 이용한다. 양단부의 변형률 값을 통해 단부의 휨모멘트를 계산하고 이를 처짐각법에 적용하면 건물레벨의 횡응답을 예측할 수 있다. 또한 한 개층에 설치된 가속도계의 응답을 이용하여 지점에 위치한 회전스프링의 강성값을 예측하였다. 제시한 기법은 5층 1경간 철골모멘트골조 예제에 적용하여 그것의 신뢰성를 검증하였다. 횡변위 및 횡가속도에 대한 예측 응답이 비교값과 일치하는 결과를 얻었으며, 손상 여부 및 위치를 파악하는데 효과적임을 확인하였다. 반면 고유주기와 같은 동특성은 구조물의 손상을 파악하는데 한계가 있음을 확인하였다.