• 전력전자학회논문지
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• 제12권2호
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• pp.149-156
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• 2007

3상 변압기를 이용한 멀티레벨 인버터는 단상 변압기를 이용한 경우에 비해 변압기 수를 줄일 수 있으며, 변압기 이용률을 증대시켜 변압기 크기를 줄일 수 있다는 장점이 있으나 많은 수의 스위치 소자가 필요하다는 단점이 있다. 이에 본 논문에서는 공통암을 이용하여 스위치 수를 줄인 3상 변압기 절연 멀티레벨 인버터를 제안한다. 제안한 인버터는 스위칭 주파수를 기본주파수와 동일하게 제어하면서 등면적 법에 의해 도통각을 제어 하여 출력전압의 THD 감소 및 스위치 손실을 줄였다. 또한 Matlab을 이용한 시뮬레이션 및 실험을 통하여 제안된 방식의 타당성을 검증 하였다.

• 항공우주시스템공학회지
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• 제15권2호
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• pp.26-35
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• 2021

In this study, CFD analysis was conducted to compare the aerodynamic performance of the isolated propeller and pusher propeller, which is affected by the wake of wide fuselage. The moving reference frame (MRF) method was used for isolated propeller analysis, while the MRF and sliding mesh method were used sequentially for the pusher propeller to analyze the change in the aerodynamic characteristics based on the azimuth angle. Under the same torque condition, the thrust of the pusher propeller was greater than that of the isolated propeller. Thrust increment of the pusher propeller was mainly generated near the root of the blade where the fuselage wake was concentrated. The net efficiency of the pusher propeller was greater than or equal to that of the isolated propeller. Because of the flat fuselage shape, thrust and torque of the pusher propeller periodically changed with the rotation of the propeller.

• Wind and Structures
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• 제34권1호
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• pp.101-113
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• 2022

We experimentally investigate the high-Reynolds flow around a rectangular cylinder of aspect ratio 5:1. This configuration is the object of the international BARC benchmark. Wind tunnel tests have been carried out for the flow at zero angle of attack and a Reynolds number, based on the crossflow cylinder length and on the freestream velocity, equal, to 40 000. Velocity measurements are obtained by using hot-wire anemometry along 50 different cross-flow traverses on the cylinder side and in the near wake. Differential pressure measurements are acquired on multiple streamwise sections of the model. The obtained measurements are in a good agreement with the state-of-the-art experiments. For the first time among the several contributions to the BARC benchmark, detailed flow measurements are acquired in the region near the cylinder side and in the near-wake flow. The edges and the thickness of the shear layers detaching from the upstream edges are derived from velocity measurements. Furthermore, we compute the flow frequencies characterizing the roll-up of the shear layers, the evolution of vortical structures near the cylinder side and the vortex shedding in the wake.

• 한국자기공명학회논문지
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• 제26권4호
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• pp.51-58
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• 2022

The baseline flattened NMR spectrum has been achieved by several methodologies including pulse manipulation with a series of phase cycling. The background signal inherent in the probe is also main source of baseline distortion both in solution and solid NMR. The simple direct polarization with 90° pulse flipping the magnetization from the z-axis onto the receiver coil requires the strong rf pulse enough to encompass the wide frequency range to excite the resonance of interest nuclei. Albeit the perfect polarization 90° pulse, the signal from the unwanted magnetic fields such as background signal can not be completely suppressed by suitable phase cycling. Moreover, slowly baseline wiggling signal from the low 𝛾 nuclei is not easy to eliminate with multiple pulse manipulation. So there is still need to contrive the new scheme for that purpose in an adroit manner. In this article new triple pulse excitation schemes for TIP and modified DEPTH pulse sequence are analytically examined in terms of arbitrary phase and flip angle of pulse. The suitable phase cycling for these pulse trains is necessary for the good sensitivity and resolution of the spectrum. It is observed that the ¹³C sensitivity TIP experiment is almost equal to the CP/MAS with modified DEPTH sequence, both of which are applicable to both solid and solution state NMR.

• Geomechanics and Engineering
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• 제32권1호
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• pp.97-110
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• 2023

The coefficient of lateral earth pressure at rest in loose sand during virgin loading, K₀ , and during unloading, K'₀ , have been determined from laterally confined load-unload tests. The tests included measurement of lateral pressure with null pressure gauges, side wall friction with newly designed friction meters and applied pressure and base pressure with load cells. The importance of accounting for side-wall friction when evaluating the distribution of vertical pressure over the height of the soil specimen was demonstrated. Relatively uniform friction was observed during loading, but this was not the case during unloading unless friction reduction measures were employed. While the measured value of K₀ was found to be close to, if slightly higher than the value commonly estimated on the basis of friction angle, φ', the ratio of K'₀ to K₀ was found to reasonably fit an expression of the form K'₀/K₀ = 1 + C·log(OCR), with C equal to 1 in the present tests.

• Steel and Composite Structures
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• 제45권3호
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• pp.455-466
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• 2022

Despite the considerable lateral stiffness and strength of the Concentrically Braced Frame (CBF), it suffers from low ductility and low seismic dissipating energy capacity. The buckling of the diagonal members of the CBF systems under cyclic loading ended up to the shortcoming against seismic loading. Comprehensive researches have been performing to achieve helpful approaches to prevent the buckling of the diagonal member. Among the recommended ideas, metallic damper revealed a better success than other ideas to enhance the behavior of CBFs. While metallic dampers improve the behavior of the CBF system, they increase constructional costs. Therefore, in this paper, a new steel damper with flexural mechanism is proposed, which is investigated experimentally and numerically. Also, a parametrical revision was carried out to evaluate the effect of thickness, slenderness ratio, angle of the main plate, and height of the main plates on the proposed damper. For the parametrical study, 45 finite element models were analyzed and considered. Experimental results, as well as the numerical results, indicated that the proposed damper enjoys a stable hysteresis loop without any degradation up to a high rotation equal to around 31% that is significantly considerable. Moreover, it showed a suitable performance in case of ductility and energy dissipating. Besides, the necessary formulas to design the damper, the required relations were proposed to design the elements outside the damper to ensure the damper acts as a ductile fuse.

• 한국산학기술학회논문지
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• 제17권7호
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• pp.529-535
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• 2016

이론적 연구를 통하여 정수압의 영향을 받는 항복기준인 Mohr-Coulomb 항복기준과 Drucker-Prager 항복기준의 강도정수를 ${\pi}$-평면에 대해 일치시킴으로써 강도정수간의 상관관계를 분석해 보았다. Drucker-Prager 강도정수 ${\alpha}$와 k를 Mohr-Coulomb 강도정수인 c와 ${\phi}$를 이용하여 표현하였는데 k는 c, ${\phi}$의 함수로 표현되었고 ${\alpha}$는 ${\phi}$만의 함수로 표현되었다. Drucker-Prager 강도정수 ${\alpha}$값은 흙의 내부마찰각이 커짐에 따라 증가함을 알 수 있었는데 Drucker-Prager 항복기준을 나타내는 원이 Mohr-Coulomb 항복기준에 외접 및 내접하는 경우의 ${\alpha}$값을 나타내는 ${\alpha}_c$와 ${\alpha}_i$값에 대하여 평균값인 ${\alpha}_{av}$의 값은 내부마찰각에 비례하였는데 내부마찰각이 $10^{\circ}$인 경우 약 0.07이었으며 내부마찰각이 $45^{\circ}$인 경우 약 0.29이었다. 또한, ${\alpha}_c/{\alpha}_i$값은 내부마찰각에 비례하였는데 내부마찰각이 $10^{\circ}$인 경우 약 1.12이었으며 내부마찰각이 $45^{\circ}$인 경우 약 1.62이었다. Mohr-Coulomb 강도정수가 Drucker-Prager 강도정수 k에 미치는 영향을 살펴보았는데 본 연구에서 가정한 흙의 점착력 중 최소값이 10kPa인 경우를 제외하고 흙의 내부마찰각의 영향을 거의 받지 않고 전체적으로 흙의 점착력에 영향을 받음을 알 수 있었다. 일정한 점착력에 대하여 내부마찰각이 증가함에 따라 일축압축시 및 일축인장시의 Mohr-Coulomb 항복기준에 의한 축차응력인 $S_{c0}$와 $S_{t0}$ 그리고 두 값의 평균값인 $S_{0(ave)}$값은 감소하였다. 또한 내부마찰각이 증가할수록 Mohr-Coulomb 항복궤적을 나타내는 육각형이 더욱 불규칙해져 $S_{0(ave)}$로부터 $S_{c0}$와 $S_{t0}$ 사이의 편차가 내부마찰각이 증가함에 따라 커짐을 알 수 있었다.

• 한국전자파학회논문지
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• 제29권1호
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• pp.36-41
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• 2018

본 논문에서는 밀리미터파(W 대역) 다중개구각 혼안테나를 제안하였다. 제안된 안테나는 전계면 및 자계면 빔폭이 동일한 다중모드 이중편파 정사각형 혼으로서 다중모드 생성부, 4개의 정사각형 도파관 여기부, 합패턴 형성을 위한 직교모드 변환기와 전력결합기로 구성된다. 제작이 용이하도록 안테나 구조를 설계하고, 층별 기계가공과 확산접합 기법을 적용하여 ${\pm}0.02mm$ 오차 이내로 제작하였다. 회로망분석기와 원전계 측정시설을 이용하여 제작된 안테나의 입력 반사계수와 방사패턴을 측정하였다. 측정 결과, 제안한 안테나는 중심 주파수를 기준으로 1 GHz 이내에서 17.7~18.3 dBi의 이득, $25.2{\sim}28.5^{\circ}$의 빔폭, 1.02~1.75의 입력 VSWR 특성을 가짐을 확인하였다.

• 한국터널지하공간학회 논문집
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• 제20권2호
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• pp.235-253
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• 2018

지하관거 균열로 인한 지하수의 흐름은 주변 지반의 토사유실을 야기하여 관거 인접 지반에서의 공동발생, 나아가 지반함몰(싱크홀) 원인이 된다. 본 연구는 관거의 균열을 모사하는 모형시험을 통해 비점착성 지반에 위치한 지중 비압력 관거의 균열로부터 비롯되는 지반함몰 메커니즘과 이로 인한 파괴모드를 조사하였다. 토사유실 및 함몰 영향인자로서 균열크기, 관거유속, 지하수위, 토피고 그리고 지반구성재료 등을 채택하여 이들 인자들이 함몰거동에 미치는 영향을 조사하였다. 각 인자들에 따른 지반파괴의 형상(파괴모드)과 지반유실량을 분석한 결과, 토피고와 지하수위가 일치하는 경우 최종파괴모드는 침식각이 불연속적으로 변화하는 'Y'형으로 관찰되며, 지하수위가 더 높게 위치하는 경우 침식각이 일정한 파괴면 형상인 'V'형으로 나타난다. 토피고가 증가하는 경우의 파괴형상에서 토피고 영향에 무관한 길이와 토피고에 따라 점진적으로 증가하는 폭을 갖는 수직함몰구간이 형성되는 결과를 얻었다.

• 대한치과교정학회지
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• 제16권1호
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• pp.85-106
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• 1986

The purpose of this investigation was to know the means of the T.M.J. space and to compare spational differences in centric relation and centric occlusion by the T.M.J. Tomogram and to study the correlation between the articular eminence slope and the lingual surface slope of the maxillary central incisor by the Cephalogram in near normal occlusion subjects. These results could give contribution for the diagnosis of orthodontic treatment and T.M.J. dysfunction and the assessment of orthopedic treatment and orthognathic surgery. 44 young adults (28 men and 16 women, 21 to 27 years of age) were selected from the Dental students in Yonsei Univ. Criteria for selection was normal occlusion, no clinical signs and T.M.J. dysfunction, no history of orthodontic treatment, and no missing tooth. After submental vertex view analysis. each subject was given the T.M.J. Tomogram in centric relation and centric occlusion and the Cephalogram was given with Quint Sectograph. All data was recorded and statistically processed with the CYBER computer system. Results were analyzed: the following findings and conclusions were derived. 1. The mean value for the combined right and left anterior joint space was 2.549mm, the posterior space was 2.260mm, and superior space was 3.31mm in centric relation. The anterior space was 2.316mm, posterior space was 2.474mm, and superior space was 3.435mm in centric occlusion. 2. In the centric relation position, both condyles were placed more posterioly and superioly in their fossae than in the centric occlusion position by the spatial difference. 3. In the centric occlusion position, both condyles were more symmetrically placed in their fossae with equal anterior-posterioly rather than in the centric relation position. 4. The mean articular eminence angle was $48.19^{\circ}$ and the mean fossa height was 7.911mm. A strong positive correlation between the articular eminence angle and fossa height in T.M.J. Tomogram was found. 5. In Cephalometric analysis, there was a strong positive correlation between the articular eminence slope and the lingual surface slope of the upper central incisor to the FH plane, occlusal plane, and S-N plane. 6. There was moderate positive correlation between the S-E measurements and the fossa height, articular eminence angle, and DcGn < F-H.