• 한국음향학회지
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• 제36권1호
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• pp.12-22
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• 2017

소나 운용에서 잔향음은 수중 표적 탐지의 제한요소이기 때문에 정확한 예측이 중요하다. 최근에는 단상태소나 연구에서 공간적으로 송수신기의 위치가 다른 양상태 소나에 대한 연구로 확장되고 있는 추세이다. 양상태 잔향음을 모의하기 위해서는 양상태 음파전달, 양상태 산란강도 및 산란단면적 등에서 단상태와 다른 복잡한 계산이 요구된다. 전 세계적으로 양상태 잔향음에 대한 연구가 활발하게 진행되고 있지만 잔향음을 예측하는데 중요한 요소인 양상태 산란단면적을 정확하게 계산하는 방법에 대한 연구는 미비하다. 본 논문에서는 거리 독립 환경의 양상태 잔향음모의에서 두 원의 교차되는 면적을 응용하는 새로운 산란단면적 계산 방법을 제안한다. 최종적으로 본 논문의 양상태 산란단면적 계산 방법으로 모의된 잔향음 준위는 기존에 제안되었던 방법들의 예측값과 비교되며 2013년 5월에 수행된 해상 실험의 측정값과 비교를 수행하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2003년도 학술.기술논문발표회
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• pp.139-142
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• 2003

Traditionally, the thickness of fire protection materials of structural elements such as beam and column have been decided by fire test using the predominant steel section of $H-300{\times}300{\times}10{\times}15$ for column and $H-400{\times}200{\times}8{\times}13$ for beam in Korea. But this way of determination of fire protection thickness yields very unduly results. Because the temperature-increment rate of structural steel elements depends mainly on magnitude of their cross-areas. In general, the thicker size of cross-areas for structural elements, the lower temperature shows up. It had already proved that the fire protection thickness only depends on the size of cross-areas and the fire protection method for three-fide or four-side exposed conditions in European countries, the United State of America and so on. To demonstrate there would be differences among various cross-areas for structural elements, we conducted several fire tests with full-scale specimens of beams and columns. For the determination of critical temperature for steel section when the fire resistant performance is needed to be decided, we conducted with a loaded fire test for beam and column, respectively. The small column in 1.0 meter length and beam in 1.5 meter length were used in order to deprive the rational fire protection thickness of structural elements such as beam and column, respectively. After test, we could obtain there were significant temperature lass between higher cross-areas and lower cross-areas. The critical temperature of steel as a criterion is used 538$^{\circ}C$ for column and 593$^{\circ}C$ for beam which is from ASTM E 119 because we don't make provisions as critical temperature by elements. We could consider that the best way of determination of fire protection thickness is using the following multi-regression equation which was deprived from several fire tests using the concept of section factor, FR(column) = 0.17 +5191.49t A/Hp + 40.77t, FR(beam) = 0.25 +6899.31t A/Hp + 32.60t(where, FR means fire resistant time, t means thickness, A means cross-area and Hp means heated parameter).

• 대한전기학회논문지:전력기술부문A
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• 제52권4호
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• pp.193-200
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• 2003

The use of underground transmission tables has continuously increased in densely inhabited urban and suburban area. Due to a increasing demand of underground cables, two or more circuits are installed in parallel for several kilometers. It, however, has not been realized that the sheath circulating current is generated in the system where a large number of cables are laid in the same route. In this paper, Author studied diversely the sheath circulating current on underground cables depending on the various length rate, the phase arrangement, and the grounding resistance of the sheath in the cross-bonded section. It was clear that very large circulating current is generated in cable systems due to unbalanced length rate and phase arrangement in the cross-bonded section.

• 패션비즈니스
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• 제10권5호
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• pp.105-121
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• 2006

Body measurement was first made with the subjects of 193 males in their 20s residing in the Ningbo area, Zhejiang Province in China. In this first report, lower body shapes were classified and discriminated by using anthropometric measurement indices and lower body analysis. The following sums up the research: 1. Compared with the average values of Korean males in their 20s, the Chinese subjects were characterized with thinner waist, more flat hip, and smaller midthigh. 2. The subjects of Chinese males in their 20s showed three types of lower bodies: H-Round Type (25.91%)-thick waist-abdomen, round cross-section waist-abdomen, and small waist-hip difference. A-Trapezoid Type (34.72%)-small width of omphalion waist-abdomen, average cross-section waist-abdomen, and large waist-hip difference. A-Balance Type (39.38%)-average width of omphalion waist-abdomen, flat cross-section waist-abdomen, and large waist-hip difference. 3. Seven useful variables for the categorization of the subjects' lower body types were chosen through stepwise discriminant analysis, and the hit ratio of discrimination was 96.89%.

• Spatial Information Research
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• 제8권1호
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• pp.131-140
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• 2000

하천의 흐름해석 분야에서는 모형이 요구하는 입·출력 자료의 구성이 복잡할 뿐만 아니라 흐름의 공간적 분포특성 도시가 매우 중요하지만 지금까지 체계적인 자료관리가 이루어지지 않은 실정이다. 본 연구에서는 등고, 하천, 표고, 경계 및 하도단면 등으로 구성된 국가지리정보시스템과 연계된 데이터베이스를 구축하는 방법과 등간격 하도단면 자료를 구축하는 방법을 제안하였다. 연구대상지역은 팔당댐 하류에서 인도교 지점에 이르는 한강구간을 선택하였다. 구축된 데이터베이스는 연구대상지역의 과학적인 하천유량 관리에 유용하게 이용될 것이다.

• Structural Engineering and Mechanics
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• 제15권1호
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• pp.39-52
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• 2003

A computer program has been developed for the optimum design of prestressed concrete beams under flexure. Optimum values of prestressing force, tendon configuration, and cross-sectional dimensions are determined subject to constraints on the design variables and stresses. 28 constraints have been used including flexural stresses, cover requirement, the aspect ratios for top and bottom flanges and web part of a beam and ultimate moment. The objective function contains cost of concrete, prestressing force and formwork. Using this function, it is possible to obtain minimum cost design, minimum weight or cross-sectional area of concrete design and minimum prestressing force design. Besides the idealized I-shaped cross-section, which is widely used in literature, a general I-shaped cross-section with eight geometrical design variables are used here. Four examples, one of which is available in the literature and the others are modified form of it, have been solved for minimum cost and minimum cross-sectional area designs and the results are compared. The computer program, which employs modified grid search optimization method, can assist a designer in producing efficient designs rapidly and easily. Considerable savings in computational work are thus made possible.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2000년도 춘계학술대회논문집B
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• pp.379-384
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• 2000

High-Tc superconducting current leads with multi-step and continually varied cross-sectional area are studied to reduce heat leak into cryostat and material use. Assuming conduction-cooled lead the cross-sectional area is reduced along the heat flow direction according to the increase of critical current density which increases with decreasing temperature. In this study, we also analyze the multi-step cross-sectional area High-Tc current leads. The multi-st데 current leads changes the cross-sectional area to have constant safety-factor at changed section. The heat leak into cryostat, total voume, safety-factor and the temperature profiles are compared to those of the constant safety-factor current leads. The developed methods are applied to the Bi-2223 superconductor sheathed with Ag-Au alloy.

• Journal of electromagnetic engineering and science
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• 제17권3호
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• pp.153-158
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• 2017

This work reports on the effect of plasma area on the frequency characteristics of the monostatic radar cross section (RCS) of a square metallic plate. A dielectric barrier discharge (DBD) plasma actuator consisting of 10 rings is proposed. The actuator is fabricated in three different configurations such that only three inner rings, seven inner rings, and all rings can be biased. By applying an 18-kV bias at 1 kHz, the three types of DBD actuators generate plasma with a total area of 16.96, 36.74, and $53.69cm^2$, respectively, in a ring or circular form. The experimental results reveal that when the DBD actuator is placed in front of a $20mm{\times}20cm$ conducting plate, the monostatic RCS is reduced by as much as 18.5 dB in the range of 9.41-11.65 GHz. Furthermore, by generating the plasma and changing the area, the frequency of maximum reduction in the monostatic RCS of the plate can be controlled. The frequency is reduced by nearly 20% in the X band when all rings are biased. Finally, an electromagnetic model of the plasma is obtained by comparing the experimental and full-wave simulated results.

• 콘크리트학회논문집
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• 제26권3호
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• pp.307-313
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• 2014

섬유보강 콘크리트의 균열 후 인장 거동을 예측하기 위해서는 균열면에 걸쳐 있는 섬유의 개수를 산정하는 섬유분포계수를 합리적으로 예측하는 것이 필요하다. 이 논문에서는 원형단면에서의 섬유분포계수를 분석하기 위해, 콘크리트 압축강도, 단면 크기, 섬유 종류 및 섬유혼입률 등을 변수로 강섬유보강 콘크리트 공시체를 제작하였으며, 제작한 공시체들을 타설 방향에 수직인 방향으로 절단한 후, 절단된 원형 단면에서의 섬유 개수로부터 섬유분포계수를 측정하였다. 측정 결과, 섬유가 타설면에 평행하게 분포할 확률이 증가함에 따라 실제 원형단면에서의 섬유분포계수가 일반적으로 알려진 0.5보다 작은 것으로 나타났다. 또한, 단위 면적 당 섬유 개수가 증가할수록 섬유분포계수가 감소하는 것으로 나타났다. 이 논문에서는 원형단면에서의 섬유분포계수를 합리적으로 예측하기 위해 섬유가 분포할 수 있는 각을 기하학적으로 분석하고, 이로부터 상세 모델과 단순화한 식을 유도하였다. 제안된 모델과 실험에서 측정된 섬유분포계수를 비교한 결과, 제안된 모델이 실제 원형단면에서의 섬유분포계수를 잘 예측하는 것으로 나타났다. 이 연구로부터 확보된 실험 결과 및 제안 모델은 향후 원형단면을 지닌 섬유보강 콘크리트 기둥 부재 등의 구조적 거동 연구에 매우 유용할 것으로 사료된다.

• Steel and Composite Structures
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• 제19권2호
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• pp.327-348
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• 2015

A numerical procedure is presented that provides ultimate curvature and moment domains for composite rectangular and circular cross-sections of reinforced concrete columns with or without an embedded steel section subjected to combined axial loading and biaxial bending. The stress resultants for the concrete and reinforcement bars are calculated using fiber analysis and the stress resultants for the encased structural steel are evaluated using an exact integration of the stress-strain curve over the area of the steel section. A dimensionless formula is proposed that can be used for any section with similar normalized geometric and mechanical parameters. The contribution of each material to the bearing capacity of a section (resistance load and moments) is calculated separately so that the influence of each geometric or mechanical parameter on the bearing capacity can be investigated separately.