• 한국항공우주학회지
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• 제45권5호
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• pp.409-416
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• 2017

공중의 비행체에 필요한 정보를 전달하는 광대역 송신시스템은 근거리에서 동시에 운용될 수 있도록 다수의 부채널 주파수를 확보하고 있다. 취약한 외부환경에 노출되는 송신기의 경우, 시스템의 신뢰성을 높이기 위하여 안테나를 포함하여 다른 내부의 하위 구성품들의 자체고장진단을 할 수 있도록 설계되어야 한다. 안테나 자체고장진단은 보통의 경우 안테나 반사세기를 기준으로 판정 내리는데, 증폭단과 안테나가 긴 길이의 케이블로 연결될 경우는 안테나 반사세기가 주파수마다 많은 차이가 발생된다. 본 논문에서는 증폭단과 안테나의 연결에 사용되는 케이블 길이에 따라 안테나 반사세기가 주기성을 갖는 현상을 이론적으로 살펴보고, 반사세기 반복주기를 기반으로 점검주파수 범위설정, 다수 주파수 설정 점검 등을 이용하여 효과적인 안테나 고장진단 방법에 대하여 제시한다.

• 전력전자학회논문지
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• 제9권5호
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• pp.405-412
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• 2004

본 논문에서는 1차 측이 20m이상의 긴 트랙케이블(Track Cable)로 2차 측은 큰 에어 갭(Air-gap)을 갖는 픽업코일(Pick-up Coil)로 구성되어 있는 비접촉 전원에 대해서 서술하였다. 이러한 비접촉 전원은 1차 측 누설 인덕턴스가 자화 인덕턴스보다 크기 때문에 커플링이 좋지 않아 1차 측의 에너지를 2차 측으로 효율적으로 전달 할 수 없다. 이와 같은 문제점을 개선하기 위하여 본 논문에서는 직렬공진 컨버터, 병렬공진 컨버터 그리고 직ㆍ병렬공진 컨버터(SPRC)의 주 회로를 해석하였고, 각 회로에 대한 전압이득 특성을 비교 검토하였다. 그리고 10kW 직ㆍ병렬공진 컨버터(SPRC)에 대한 실험결과를 서술했다.

• Steel and Composite Structures
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• 제29권4호
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• pp.527-544
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• 2018

The paper presents the study on a change in modal parameters and structural stiffness of cable-stayed Fiberline Bridge made entirely of Glass Fiber Reinforced Polymer (GFRP) composite used for 20 years in the fjord area of Kolding, Denmark. Due to this specific location the bridge structure was subjected to natural aging in harsh environmental conditions. The flexural properties of the pultruded GFRP profiles acquired from the analyzed footbridge in 1997 and 2012 were determined through three-point bending tests. It was found that the Young's modulus increased by approximately 9%. Moreover, the influence of the temperature on the storage and loss modulus of GFRP material acquired from the Fiberline Bridge was studied by the dynamic mechanical analysis. The good thermal stability in potential real temperatures was found. The natural vibration frequencies and mode shapes of the bridge for its original state were evaluated through the application of the Finite Element (FE) method. The initial FE model was created using the real geometrical and material data obtained from both the design data and flexural test results performed in 1997 for the intact composite GFRP material. Full scale experimental investigations of the free-decay response under human jumping for the experimental state were carried out applying accelerometers. Seven natural frequencies, corresponding mode shapes and damping ratios were identified. The numerical and experimental results were compared. Based on the difference in the fundamental natural frequency it was again confirmed that the structural stiffness of the bridge increased by about 9% after 20 years of service life. Data collected from this study were used to validate the assumed FE model. It can be concluded that the updated FE model accurately reproduces the dynamic behavior of the bridge and can be used as a proper baseline model for the long-term monitoring to evaluate the overall structural response under service loads. The obtained results provided a relevant data for the structural health monitoring of all-GFRP bridge.

• Wind and Structures
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• 제11권1호
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• pp.35-50
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• 2008

Wind and temperature have been shown to be the critical sources causing changes in the modal properties of large-scale bridges. While the individual effects of wind and temperature on modal variability have been widely studied, the investigation about the effects of multiple environmental factors on structural modal properties was scarcely reported. This paper addresses the modeling of the simultaneous effects of wind and temperature on the modal frequencies of an instrumented cable-stayed bridge. Making use of the long-term monitoring data from anemometers, temperature sensors and accelerometers, a neural network model is formulated to correlate the modal frequency of each vibration mode with wind speed and temperature simultaneously. Research efforts have been made on enhancing the prediction capability of the neural network model through optimal selection of the number of hidden nodes and an analysis of relative strength of effect (RSE) for input reconstruction. The generalization performance of the formulated model is verified with a set of new testing data that have not been used in formulating the model. It is shown that using the significant components of wind speeds and temperatures rather than the whole measurement components as input to neural network can enhance the prediction capability. For the fundamental mode of the bridge investigated, wind and temperature together apply an overall negative action on the modal frequency, and the change in wind condition contributes less to the modal variability than the change in temperature.

• 항공우주시스템공학회지
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• 제14권3호
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• pp.10-16
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• 2020

어망의 원리를 기반으로 케이블을 사용한, 드론에 탑재할 수 있는 포획 메커니즘을 제안하였다. 최근 제안되고 있는 드론용 포획장치로 주를 이루고 있는 그리퍼(Gripper) 메커니즘은 자중이 무겁고 정형화된 물건만을 잡을 수 있다는 한계를 가지고 있다. 본 논문에서 제안하는 포획 메커니즘은 가볍고, 유연하며, 원거리에서 다양한 형태의 물건을 포획할 수 있다. 케이블과 기구장치에 대한 역학관계를 이론적으로 분석하였으며 그에 따라 기구를 설계하고 모터와 제어기를 선정하였다. 최종적으로 포획장치를 제작하고 이를 검증하기 위해 드론(DJI S900)에 설치하여 다양한 형태의 물건에 대한 포획실험을 차례로 지상과 야외 환경에서 수행하여 타당성을 입증하였다.

• 한국지반환경공학회 논문집
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• 제22권12호
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• pp.51-57
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• 2021

지하에 묻혀 있는 상·하수도관, 전력시설, 가스관, 통신시설 등의 시설물들은 국민생활에 필수적인 도시기반시설이다. 이러한 시설물들의 위치 정보가 상당히 누락되어 있으며, 시설물들의 종류가 다양하고 좁은 공간에 집중적으로 매설되어 있어 3차원적으로 매우 복잡하게 얽혀있다. 4차 산업혁명과 더불어 지하 매설관의 정확한 위치정보와 속성정보들을 3차원적으로 시각화하여 전달하는 것이 요구되며, 여기에는 정확한 D/B 구축이 선행되어야 한다. 따라서 본 연구에서는 지하매설관의 3차원 시각화를 위한 D/B 구축을 정확하고 경제적이며 현장 적용이 가능한 기법을 소개하고자 한다.

• Geomechanics and Engineering
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• 제27권6호
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• pp.537-550
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• 2021

There are various technical problems need to be solved in the construction process of pre-setting an isolation wall into a double lane in the outburst prone mine. This study presents a methodology that pre-setting an isolation wall into a double lane without a coal pillar. This requires the excavation of two small section roadways to dig a wide section roadway, followed by construction of the separation wall. During this process the connecting lane is reserved. In order to ensure the stability of the separation wall, the required bearing capacity of the isolation wall is 4.66 MN/m and the deformation of the isolation wall is approximately 25 cm. To reduce the difficulty of implementing support the roadway is driven by 5 m/d. After the construction of the separation wall, the left side coal wall is brushed 1.5 m to make the width of the gas roadway reach 2.5 m and the roadway support utilizes anchor rod, ladder beam, anchor cable beam and net configuration. During construction, the concrete pump and removable self-propelled hydraulic wall mold are used to pump and pour the concrete of the isolation wall. In the process of mining, the stress distribution of coal body and isolation wall is detected and measured on site. The results demonstrate that the deformation of the surrounding rock of roadway and separation of roof in the roadway is small. The stress of the bolt and anchor cable is within equipment tolerance validating their selection. The roadway is well supported and the intended goal is achieved. The methodology can be used for reference for similar mine gas control.

• Structural Engineering and Mechanics
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• 제88권1호
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• pp.53-65
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• 2023

With the gradual implementation of long-span suspension bridges into high-speed railway operations, the main beam's bending stiffness contribution to the live load response permanently grows. Since another critical control parameter of railway suspension bridges is the beam-end rotation angle, it should not be ignored by treating the main beam deflection as the only deformation response. To this end, the current study refines the existing method of the main cable shape and simply supported beam bending moment analogy. The bending stiffness of the main beam is considered, and the main beam's analytical expressions of deflection and rotation angle in the whole span are obtained using the cable-beam deformation coordination relationship. Taking a railway suspension bridge as an example, the effectiveness and accuracy of the proposed analytical method are verified by the finite element method (FEM). Comparison of the results by FEM and the analytical method ignoring the main beam stiffness revealed that the bending stiffness of the main beam strongly contributed to the live load response. Under the same live load, as the main beam stiffness increases, the overall deformation of the structure decreases, and the reduction is particularly noticeable at locations with original larger deformations. When the main beam stiffness is increased to a certain extent, the stiffening effect is no longer pronounced.

• Smart Structures and Systems
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• 제19권3호
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• pp.269-277
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• 2017

Recently, there has been significant interest in structural health monitoring for civil engineering applications. In this research, a specially designed tendon, proposed by embedding FBG sensors into the center king cable of a 7-wire strand tendon, was applied for long-term health monitoring of tensile forces on a ground anchor. To make temperature independent sensors, the effective temperature compensation of FBG sensors must be considered. The temperature sensitivity coefficient ${\beta}^{\prime}$ of the FBG sensors embedded tendon was successfully determined to be $2.0{\times}10^{-5}^{\circ}C^{-1}$ through calibrated tests in both a model rock body and a laboratory heat chamber. Furthermore, the obtained result for ${\beta}^{\prime}$ was formally verified through the ground temperature measurement test, expectedly. As a result, the ground temperature measured by a thermometer showed good agreement compared to that measured by the proposed FBG sensor, which was calibrated considering to the temperature sensitivity coefficient ${\beta}^{\prime}$. Finally, four prototype ground anchors including two tension ground anchors and two compression ground anchors made by replacing a tendon with the proposed smart tendon were installed into an actual slope at the Yeosu site. Tensile forces, after temperature compensation was taken into account using the verified temperature sensitivity coefficient ${\beta}^{\prime}$ and ground temperature obtained from the Korean Meteorological Administration (KMA) have been monitored for over one year, and the results were very consistent to those measured from the load cell, interestingly.

• 센서학회지
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• 제31권1호
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• pp.24-30
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• 2022

Distributed fiber-optic acoustic·vibration sensing technology is becoming increasingly popular in many industrial and academic areas such as in securing large edifices, exploring underground seismic activity, monitoring oil well/reservoir, etc. Long-range perimeter intrusion detection exemplifies an application that not only detects intrusion, but also pinpoints where it happens and recognizes kinds of threats made along the perimeter where a single fiber cable was installed. In this study, we developed a distributed fiber-optic sensing device that measures a distributed acoustic·vibration signature (pattern) for intrusion detection. In addition, we demontrate the proposed deep learning algorithm and how it classifies various intrusion events. We evaluated the sensing device and deep learning algorithm in a practical testbed setup. The evaluation results confirm that the developed system is a promising intrusion detection system for long-distance and seamless recognition requirements.