• 한국해양공학회지
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• 제32권6호
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• pp.419-426
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• 2018

Recently, in an effort to reduce the energy efficiency design index (EEDI), studies on energy saving devices (ESDs) have been conducted. In this study, we designed a post-device suitable for a KRISO container ship (KCS) using computational fluid dynamics (CFD). In order to increase the efficiency of the post-device, a twisted rudder was used, which has a proven performance (showing a 1.34% reduction in DHP compared to the bare hull at 24 knots) in previous research at Pusan National University. In addition, an increase in efficiency was expected by the use of a rudder bulb, including the discontinuous section of the twisted rudder and a divergent propeller cap to prevent the contraction of the wake. The optimization criterion was the case where the delivery power was the least compared with the bare hull. We analyzed the cause of the efficiency increase through an analysis of the self-propulsion factor. The case study for optimization was divided into 4 types (1. clearance of the bulb and cap, 2. shape of the bulb, 3. size of the bulb and cap, and 4. asymmetric bulb). Finally, with a clearance of 50 mm from the ship, a spherical bulb with the cap having an angle of $5^{\circ}$, and an asymmetric rudder bulb with a bulb diameter of 1.2HH/1.4H (horizontal/vertical) showed a 2.05% reduction in DHP compared to the bare hull at 24 knots. We will fabricate a post-device that will be optimized in the future and verify the performance of the post-device through model tests.

• 한국태양에너지학회 논문집
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• 제39권1호
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• pp.77-89
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• 2019

The solar air heater has various performances according to an obstacle installed in the air duct. Many studies on thermal performance have been conducted. But many of these studies were using a kind of rib type obstacle attached at the bottom of absorbing plate, but they are so hard to be manufactured. In this study, characteristics of the heat transfer and pressure drop in the solar air heater with various horizontal rectangular obstacles was investigated by CFD (Computational Fluid Dynamics) analysis. As a result, the heat transfer performance was improved from 1.2 to 3.32 times depending on installation conditions of rectangular obstacle. The pressure drop, however, also increased with increment of heat transfer performance from 2.8 to 180 times only by changing installation conditions of rectangular obstacle. Thus, the performance factor presenting the thermal performance enhancement on the same pressure drop was also confirmed. As a result, the highest value of 0.828 as better performance factor was obtained at the lower height of rectangular obstacle and this value has started to decrease with increment of heat transfer performance. In the end, it could be confirmed that the pressure drop was carried higher than the quantity of improvement of the heat transfer performance when the heat transfer performance was increased by change of installation conditions of rectangular obstacle. Both heat transfer enhancement and pressure drop to be required for system need to be considered before the rectangular obstacles are applied to the solar air heater.

• 암석학회지
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• 제28권3호
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• pp.217-225
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• 2019

강원도 평창군 뱃재터널의 북쪽 입구 사면에서 대규모 횡와습곡이 확인되어 이를 기재하고 형성기작에 관해 해석하였다. 이 습곡은 고생대 조선누층군 정선석회암층 내에 수백 m 규모로 발달하고 있다. 습곡의 머리는 북쪽을 향하며, 층리와 축면엽리의 복합엽리면상에 발달하는 신장선구조($L_1$)는 남쪽으로 약 $10^{\circ}$ 침강하고 있다. 습곡 날개부에는 S-형 비대칭 습곡과 함께 A-형 또는 안상 칼집습곡들이 흔히 관찰되며 이들 습곡의 축은 습곡의 중앙부와 후면부에서 확인된 신장선구조($L_1$) 방향과 거의 평행하다. 따라서 이곳 대규모 횡와습곡은 상부가 북쪽으로 향하는 강한 연성전단작용에 의해 생성된 칼집습곡으로 고생대말-트라이아스기 송림조산운동의 결과로 해석된다.

• 한국인터넷방송통신학회논문지
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• 제19권4호
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• pp.35-39
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• 2019

3차원 구조에서 EMI 스프레이 코팅막의 차폐효과(SE)를 측정하였다. 차폐효과의 측정은 동축형 표준 측정기를 이용하는 ASTM D4935 방법으로 수행하였다. ASTM D4935의 동축형 표준 측정기를 이용하여 차폐효과를 측정하기 위하여 원통 슬랩(Slab)의 표준 시료를 가공하여 넣게 된다. 이 때 표준 시료에 낸드 플래시 메모리를 모델링한 3차원 구조를 접합하여 스프레이 코팅을 하였다. 스프레이 코팅의 경우 3차원 구조의 수평면뿐만 아니라 수직면에도 균일하게 코팅이 되었다. 측정결과, 3차원 구조에서도 3차원 구조가 없는 샘플과 비슷하게 최대 59 dB의 차폐효과가 측정되었다. 이러한 결과로 3차원 구조에서도 스프레이 코팅을 균일하게 할 수 있음을 확인하였다.

• 한국해안·해양공학회논문집
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• 제33권3호
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• pp.131-138
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• 2021

소파블록은 제체의 보호와 파랑에너지 소산을 목적으로 사용되므로 피복된 블록의 안정성을 평가하는 것은 매우 중요하다. 소파블록의 안정성은 주로 수리모형실험으로부터 산정되는 안정계수를 통해 평가되어 왔다. 본 연구에서는 새로운 형태의 소파블록인 K-블록을 활용하여 블록의 맞물림 효과를 포함한 안정성 평가를 위해 인발력에 기반한 새로운 안정성 실험방법을 제시하였다. 소파블록의 인발 실험은 일정 경사면 소파블록을 설치하고 수직 및 수평 방향으로 인장력을 작용시켜 사면 상의 피복층으로부터 블록이 분리되는데 필요한 힘을 직접 계측하는 방법이다. 제안된 실험방법은 소파블록의 맞물림 효과를 정량적으로 평가할 수 있음을 확인하였으며, 맞물림 영향에 의한 단층 피복블록(K-블록)의 높은 안정성을 검증하였다.

• 터널과지하공간
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• 제32권3호
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• pp.219-230
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• 2022

GREAT 셀은 실험실에서 심부지층의 열-수리-역학적 조건을 구현하기 위해 설계된 시험장비로서, 시료 길이방향 축을 중심으로 회전하는 측면의 가압장치를 이용하여 다축 응력장을 생성할 수 있고 균열이 포함된 시료에 대해 유체유동 실험이 가능하다. 본 연구에서는 GREAT 셀을 이용한 삼축압축시험을 수치 해석적으로 모사하고 시료 측면에 작용하는 구속압 조건에 따른 역학적 거동을 분석하였다. 균열이 없는 고분자 재질의 시료에 대한 삼축압축시험 사례를 수치모사하여 실험결과와 비교하였다. 수평 구속압의 균등 및 불균등 조건에서 시료 표면의 변형률(원주변형률)을 분석하였으며, 실험결과와 유사한 경향을 보이는 것으로 검토되었다. 추가로 균열이 포함된 가상의 시료모델을 구성하여 균열면의 마찰 특성 및 형상이 시료 변형에 미치는 영향을 조사하였다.

• 대한조선학회논문집
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• 제59권6호
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• pp.423-431
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• 2022

In this paper, the results of Planar Motion Mechanism (PMM) test for a 1/15 scaled model of the MARIN Joubert BB2 submarine is dealt with to derive the maneuvering coefficients for surface condition. For the depth of surface navigation, the top of the sail was exposed 0.46 m above the water surface in the model scale, and it corresponds to 6.9 m in the full scale. The resistance and self-propulsion tests were conducted, and the model's self-propulsion point was obtained for 1.328 m/s, which corresponded to 10 knots in the full scale. The maneuvering tests were performed at the model's self-propulsion point, and the maneuvering coefficients were obtained. Based on the maneuvering coefficients, a turning simulation was performed for starboard 30 degree of stern fins. The straight-line stability and control effectiveness in the horizontal plane were analyzed using the maneuvering coefficients and compared with the appropriate range. For the analysis of the neutral fin angle of the X-type stern fin, the stern fin test with drift angles was carried out. As a result, the flow straightening effect at lower and upper parts of the stern fin was discussed.

• 패션비즈니스
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• 제26권3호
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• pp.116-137
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• 2022

The purpose of this study was to develop jacket patterns that could fit well for women in their 20s with turtle neck syndrome body shape and to present a pattern drafting method. As a research method, an educational pattern was chosen through a preliminary experiment. Fit problems of the educational pattern were derived by wearing it on a virtual model with a turtle neck syndrome body type for each neck angle. Based on the three types of experimental patterns developed by supplementing these problems, a development pattern drafting method was developed for each neck angle. Three development patterns were compared and evaluated with the educational pattern using 3D virtual fitting. Fit problems of the educational pattern included: 1) insufficient ease amounts for hip, hem, bicep, elbow, and sleeve hem circumference; 2) horizontal items could not be leveled due to insufficient back length; 3) the shoulder line went backwards; and 4) the front center line did not form a vertical line. To solve these problems, an experimental pattern was developed by increasing the insufficient ease amount, increasing the insufficient back length, and correcting the position of the shoulder line. Measurements that differed in the pattern drafting method of the three types of development patterns by neck angle were positions of back center line and back neck point, front length, and front neck width. Through appearance evaluation of the development pattern and educational pattern by neck angle, the development pattern was highly evaluated, indicating that problems of the educational pattern were improved.

• 한국지진공학회논문집
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• 제27권5호
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• pp.193-202
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• 2023

In this paper, a dynamic centrifuge model test was conducted on a 24.8-meter-deep excavation consisting of a 20 m sand layer and 4.8 m bedrock, classified as S3 by Korean seismic design code KDS 17 10 00. A braced excavation wall supports the hole. From the results, the mechanism of seismically induced earth pressure was investigated, and their distribution and loading points were analyzed. During earthquake loadings, active seismic earth pressure decreases from the at-rest earth pressure since the backfill laterally expands at the movement of the wall toward the active direction. Yet, the passive seismic earth pressure increases from the at-rest earth pressure since the backfill pushes to the wall and laterally compresses at it, moving toward a passive direction and returning to the initial position. The seismic earth pressure distribution shows a half-diamond distribution in the dense sand and a uniform distribution in loose sand. The loading point of dynamic thrust corresponding with seismic earth pressure is at the center of the soil backfill. The dynamic thrust increased differently depending on the backfill's relative density and input motion type. Still, in general, the dynamic thrust increased rapidly when the maximum horizontal displacement of the wall exceeded 0.05 H%.

• Earthquakes and Structures
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• 제24권3호
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• pp.217-235
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• 2023

Orthogonal pairs of rollers on concave beds (OPRCB) are a low-cost, low-tech rolling-based isolating system, whose high efficiency has been shown in a previous study. However, seismic performance of OPRCB isolators has only been studied in the two-dimensional (2D) state so far. This is while their performance in the three-dimensional (3D) state differs from that of the 2D state, mainly since the vertical accelerations due to rollers' motion in their beds, simultaneously in two orthogonal horizontal directions, are added up and resulting in bigger vertical inertia forces and higher rolling resistance. In this study, first, Lagrange equations were used to derive the governing equations of motion of the OPRCB-isolated buildings in 3D. Then, some regular shear-type OPRCB-isolated buildings were considered subjected to three-component excitations of far- and near-source earthquakes, and their responses were compared to those of their fixed-base counterparts. Finally, the effects of more realistic modeling and analysis were examined by comparing the responses of isolated buildings in 2D and 3D states. Response histories were obtained by the fourth-order Runge-Kutta-Nystrom method, considering the geometrical nonlinearity of isolators. Results reveal that utilizing the OPRCB isolators effectively reduces the acceleration response, however, depending on the system specifications and earthquake characteristics, the maximum responses of isolated buildings in the 3D state can be up to 40% higher than those in the 2D state.