• 한국공간구조학회논문집
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• 제18권4호
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• pp.113-121
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• 2018

U-flanged truss beam is composed of u-shaped upper steel flange, lower steel plate of 8mm or more thickness, and connecting lattice bars. Upper flange and lower plate are connected by the diagonal lattice bars welded on the upper and lower sides. In this study the structural experiments on the U-flanged truss beams with various shapes of upper flange were performed, and the flexural and shear capacities of U-flanged truss beam in the construction stage were evaluated. The principal test parameters were the shape of upper flange and the alignment space of diagonal lattice bars. In all the test specimens, the peak loads were determined by the buckling of lattice bar regardless of the upper flange shape. The test results have shown that the buckling of lattice bar is very important design factor and there is no need to reinforce the basic u-shaped upper flange. However, the early lattice buckling occurred in the truss beam with upper steel bars because of the insufficient strength and stiffness of upper chord, and the reinforcement in the upper chord is necessary. The formulae of Eurocode 3 (2005) have presented more exact evaluations of lattice buckling load than those of KBC 2016.

• Composites Research
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• 제32권4호
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• pp.191-198
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• 2019

헬리콥터의 주 로터 블레이드는 헬리콥터의 양력과 추력을 발생시키는 구조물로, 헬리콥터의 성능을 좌우하는 중요한 구조 구성품이다. 헬리콥터의 기계적 특성값은 헬리콥터 성능해석 단계에 활용되는 중요한 매개변수이나 대부분의 로터 블레이드는 복합재 등과 같은 여러가지 재료의 조합으로 제작되므로 기계적 특성값을 추정하는 것은 쉽지 않다. 본 논문에서는 유한요소해석과 실험적 방법을 통하여 무인 헬기 복합재 로터 블레이드의 단면별 휘임 및 비틀림 강성도를 취득하였다. 유한요소해석을 통해 요소 강성 행렬과 하중-변위 관계식을 이용하여 단면별 강성도를 계산하였으며, 스트레인 게이지를 이용한 휘임 및 비틀림 시험에서 구한 변형률 값을 이용하여 단면별 강성도를 계산하였다. 유한요소해석으로 계산한 단면별 강성도와 시험 결과를 이용하여 계산한 단면별 강성도가 잘 일치함을 확인하였다.

• Structural Engineering and Mechanics
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• 제71권4호
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• pp.391-405
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• 2019

Compared to the ambient vibration test mainly identifying the structural modal parameters, such as frequency, damping and mode shapes, the impact testing, which benefits from measuring both impacting forces and structural responses, has the merit to identify not only the structural modal parameters but also more detailed structural parameters, in particular flexibility. However, in traditional impact tests, an impacting hammer or artificial excitation device is employed, which restricts the efficiency of tests on various bridge structures. To resolve this problem, we propose a new method whereby a moving vehicle is taken as a continuous exciter and develop a corresponding flexibility identification theory, in which the continuous wheel forces induced by the moving vehicle is considered as structural input and the acceleration response of the bridge as the output, thus a structural flexibility matrix can be identified and then structural deflections of the bridge under arbitrary static loads can be predicted. The proposed method is more convenient, time-saving and cost-effective compared with traditional impact tests. However, because the proposed test produces a spatially continuous force while classical impact forces are spatially discrete, a new flexibility identification theory is required, and a novel structural identification method involving with equivalent load distribution, the enhanced Frequency Response Function (eFRFs) construction and modal scaling factor identification is proposed to make use of the continuous excitation force to identify the basic modal parameters as well as the structural flexibility. Laboratory and numerical examples are given, which validate the effectiveness of the proposed method. Furthermore, parametric analysis including road roughness, vehicle speed, vehicle weight, vehicle's stiffness and damping are conducted and the results obtained demonstrate that the developed method has strong robustness except that the relative error increases with the increase of measurement noise.

• Geomechanics and Engineering
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• 제17권1호
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• pp.31-45
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• 2019

In this study the spatial variability of soils is substantiated physically and numerically by using random field theory. Heterogeneous samples are fabricated by combining nine homogeneous soil clusters that are assumed to be elements of an adopted random field. Homogeneous soils are prepared by mixing different percentages of kaolin and bentonite at water contents equivalent to their respective liquid limits. Comprehensive characteristic laboratory tests were carried out before embarking on direct shear experiments to deduce the basic correlations and properties of nine homogeneous soil clusters that serve to reconstitute the heterogeneous samples. The tests consist of Atterberg limits, and Oedometric and unconfined compression tests. The undrained shear strength of nine soil clusters were measured by the unconfined compression test data, and then correlations were made between the water content and the strength and stiffness of soil samples with different consistency limits. The direct shear strength of heterogeneous samples of different stochastic properties was then evaluated by physical and numerical modelling using FISH code programming in finite difference software of $FLAC^{3D}$. The results of the experimental and stochastic numerical analyses were then compared. The deviation of numerical simulations from direct shear load-displacement profiles taken from different sources were discussed, potential sources of error was introduced and elaborated. This study was primarily to explain the mathematical and physical procedures of sample preparation in stochastic soil mechanics. It can be extended to different problems and applications in geotechnical engineering discipline to take in to account the variability of strength and deformation parameters.

• 한국인터넷방송통신학회논문지
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• 제21권2호
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• pp.137-142
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• 2021

태양광발전 가로등은 태양광에너지를 사용하여 2차전지에 충전 후 램프를 통해 야간조명에 활용하는 시스템으로서 부하 단 LED 가로등을 설치하여 독립형 또는 계통연계형으로 구성할 수 있다. 태양전지모듈을 통해 발전된 에너지는 충방전 제어장치를 통해 2차전지에 충전 후 일사량 감시에 따른 발전전압과 충전전압의 비교, 또는 일몰, 일출 후 특정시간 설정으로 LED 가로등을 점등 소등을 할 수 있다. 따라서 이러한 내용을 기반으로 본 논문에서는 신재생에너지 활용 및 저장기능을 이용한 교육용 모의 태양광발전 가로등 설계 및 제작을 통해 대학의 학생들에게 1) 태양광을 포함한 신재생에너지를 이용하여 전기에너지로 활용하는 에너지 변화의 흐름 이해, 2) 신재생에너지 이해 및 관련 제품의 기초설계와 제작 응용력 함양, 3) 전력변환을 통한 신재생에너지 활용과 하드웨어 제작을 통한 실습과 분석력 강화를 심어줄 수 있다.

• 대한건축학회논문집:계획계
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• 제35권6호
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• pp.27-37
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• 2019

This study focused on the possibility of reducing the cooling load through the change of micro climate in the outdoor space during summer season. This study proposes an efficient planning model by comparing the effects of urban heat island mitigation through wind path planning, outdoor space vegetation, and exterior material change by using the basic model of the street-oriented block housing proposed in the previous research by the same author. As a result, the most effective wind path planning strategy in the street-oriented block housing was the change of the air flow through the mass height adjustment. When the tall building masses were staggered and arranged in a balanced manner, the overall wind environment could be improved. The greater the height difference between low and high masses, the better the air flow was shown. It was also important to arrange the building masses so that the inlet of the main wind was open and to allow the external space to connect to the adjacent block to create a continuous flow. The change of outdoor space vegetation and flooring, and the formation of wind paths through the opening of lower part also showed the effect of heat island reduction. In addition, the change of PMV in summer was the biggest influence of shadow by tall building mass. Attention should be paid to the fact that high-albedo exterior materials are adversely affected by multiple reflections in dense street-oriented block housing. The use of albedo of the exterior material showed that it is necessary to pay attention to apply in the high density block housing. This is attributed to the rise of the temperature due to the absorption of energy into the low-albedo flooring, where the high-albedo exterior causes multiple reflections.

• 정보보호학회논문지
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• 제13권2호
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• pp.49-61
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• 2003

공정하고 투명한 전자선거를 이루기 위해서는 비밀성(Privacy), 선거권(eligibility) 등과 함께 전체검증(universal verifiability)과 매표방지(receipt-freeness) 속성이 반드시 제공되어야 한다. 그러나 매표방지와 전체검증은 상반되는 의미를 지니고 있어 두 가지 특성을 모두 만족시키는 것은 어렵다. 지금까지 제안된 전자선거 기법을 살펴보면 둘 중 한가지 특성만을 제공하거나 두가지 특성을 제공하는 경우 계산량이 많아 실용적이지 못하다. 이 논문에서는 매표방지와 전체검증을 제공하면서 효율적인 전자선거 기법을 제안한다. 이 기법은 최소한의 물리적 가정인 일방향 도청 불가능한 채널(one-way untappable channel)을 가정하고, 준동형 암호화(homorphic encryption) 기법을 이용한다. 유권자는 HR(Honest Randomizer)과 대화를 통해서 투표지를 구성하고, 이것이 유효하다는 증명과 함께 투표지를 게시판에 게시한다. 제안하는 기법은 일방향 도청 불가능한 채널을 가정하는 기법 중에서 계산량이 가장 적으며, 기존의 전체검증과 매표방지를 제공하는 기법보다 약한 물리적 가정을 사용한다. 새 시스템의 안전성 분석과 관련 시스템과의 성능 비교분석도 다룬다.

• 디지털융복합연구
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• 제20권4호
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• pp.459-468
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• 2022

의료 현장에서는 매우 고해상도의 이미지를 사용하고 있으며, 이는 손실에 매우 민감한 정보이다. 이에 따라 높은 대역폭뿐만 아니라 고신뢰성 전송을 제공할 수 있는 광 인터넷의 활용이 요구되고 있다. 그러나 인터넷의 특성상 다양한 종류의 데이터가 동일한 대역폭을 활용하게 되고, 이를 효과적으로 차별화할 수 있는 수단이 요구되고 있다. 이를 위해 광 지연 라인 버퍼가 많이 활용되고 있다. 그러나, 이러한 버퍼는 제공 부하, 측정된 데이터 버스트 크기, 기본 지연 유닛 등과 같은 최적값을 이용해 구성된다. 광 버퍼는 한 번 설정되면 변경할 수 없다. 그러므로 데이터 버스트 크기를 동적으로 변경시키는 방법이 활용되고 있다. 그러나 동적으로 버스트의 길이를 변화시키는 것은 상당한 불안정성을 내포하고 있다. 이에 본 논문에서는 안정적인 동작을 보장할 수 있는 동작 조건을 분석하고자 한다. 본 논문의 기법을 활용해 높은 우선순위의 고해상도 의료 데이터를 손실 없이 안정적으로 전송할 수 있다.

• 한국지열·수열에너지학회논문집
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• 제17권4호
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• pp.79-90
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• 2021

This paper presents a study to reduce the effect of blast pressure on the blast valves installed in protection tunnels, where the shape of the tunnel entrance and the blast pocket is optimized based on the predetermined basic shape of the protective tunnels. The reliability of the numerical tunnel models was examined by performing analyses of mesh convergence and overpressure stability and with comparison to the data in blast-load design charts in UFC 3-340-02 (DoD, 2008). An optimal mesh size and a stabilized distance of overpressure were proposed, and the numerical results were validated based on the UFC data. A parametric study to reduce the blast overpressures in tunnel was conducted using the validated numerical model. Analysis was performed applying 1) the entrance slope of 90, 75, 60, and 45 degrees, 2) two blast pockets with the depth 0.5, 1.0, and 1.5 times the tunnel width, 3) the three types of curved back walls of the blast pockets, and 4) two types of the upper and lower surfaces of the blast pockets to the reference tunnel model. An optimal solution by combining the analysis results of the tunnel entrance shape, the depth of the blast pockets, and the upper and lower parts of the blast pockets was provided in comparison to the reference tunnel model. The blast overpressures using the proposed tunnel shape have been reduced effectively.

• Advances in concrete construction
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• 제12권5호
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• pp.377-389
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• 2021

Reinforced concrete vertical silos are universal structures that store large amounts of granular materials. Due to the asymmetric structure, heavy load, uneven storage material distribution, and the difference between the storage volume and the storage material bulk density, the corresponding earthquake is very complicated. Some scholars have proposed the calculation method of horizontal forces on reinforced concrete vertical silos under the action of earthquakes. Without considering the effect of torsional effect, this article aims to reveal the expansion factor of the silo group considering the torsional effect through experiments. Through two-way seismic simulation shaking table tests on reinforced concrete column-supported group silo structures, the basic dynamic characteristics of the structure under earthquake are obtained. Taking into account the torsional response, the structure has three types of storage: empty, half and full. A comprehensive analysis of the internal force conditions under the material conditions shows that: the different positions of the group bin model are different, the side bin displacement produces a displacement difference, and a torsional effect occurs; as the mass of the material increases, the structure's natural vibration frequency decreases and the damping ratio Increase; it shows that the storage material plays a role in reducing energy consumption of the model structure, and the contribution value is related to the stiffness difference in different directions of the model itself, providing data reference for other researchers; analyzing and calculating the model stiffness and calculating the internal force of the earthquake. As the horizontal side shift increases in the later period, the torsional effect of the group silo increases, and the shear force at the bottom of the column increases. It is recommended to consider the effect of the torsional effect, and the increase factor of the torsional effect is about 1.15. It can provide a reference for the structural safety design of column-supported silos.