• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1995.04a
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• pp.328-333
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• 1995

본 연구에서는 난류경계층 압력유동을 받는 구조물의 탄성응력파의 전파특성을 파동역할을 이용하여 해석하였다. 기존의 연구에서는 직각좌표계를 이용하여 난류운동이 동일한 한 방향으로 흐르는 경우에 대해 탄성응력파의 전파특성을 해석하였으나, 본 연구에서는 유체가 구조물의 표면에 수직으로 입사하여 방사형으로 흘러나갈 경우에 발생하는 탄성응력파의 전파 특성을 극좌표계를 이용하여 해석하였다. 또한 기초 구조물의 깊이방향으로 전파되는 탄성응력파를 감소시키기 위해 기초구조물의 표면에 접착시키는 탄성중합체층을 설계하는데 보다 효율적으로 응용할 수 있는 단순화된 1자유도계 모델을 유도하였다.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2000.09a
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• pp.133-139
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• 2000

일방향흐름의 해류나 천해파에 의한 파운동이나 해저면 가까이 경계층흐름은 주로 난류특성을 갖고 있으며, 난류특성은 완난류, 천이난류, 전난류 등 세 가지 증류로 대별된다. 그 중 완난류와 전난류로 대별하여 합성류 조건은 두 가지로 분류할 수 있다. 즉, 천해파와 해류가 합성될 때 해저면 가까이 난류특성 조건은 Table 1에 제시된 바와 같다. (중략)

• Journal of the Earthquake Engineering Society of Korea
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• v.4 no.2
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• pp.37-46
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• 2000

본 논문에서는 부지특성을 고려한 설계지반운동의 산정방법을 연구하였으며 그 해석결과를 지반 구조물의 내진설계에 적용하는 방법을 제안하였다 지진응답 해석시 사용되는 설계응답스펙트럼과 설계시간 이력등의 입력운동의 통제점 위치가 지반구조물 내진설동 지층내 암반운동 그리고 노두운동을 사용하는 방법으로 나눌 수 있고 이에 따라 작용 설계지진운동이 변화하므로 지반구조물의 경계조건에 적합한 방법을 사용하여야 한다.

• Journal of the Korea Concrete Institute
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• v.17 no.5 s.89
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• pp.709-716
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• 2005

The objective of this study is to develop a high ductile fiber reinforced mortar, ECC(Engineered Cementitious Composite) with using raw material commercially available in Korea. A single fiber pullout test and a wedge splitting test were employed to measure the bond properties in a matrix and the fracture toughness of mortar matrix respectively, which are used for designing mix proportion suitable for achieving strain-hardening behavior at a composite level. Test results showed that the properties tended to increase with decreasing water-cement ratio. A high ductile fiber reinforced mortar has been developed by employing micromechanics-based design procedure. Micromechanical analysis was initially peformed to properly select water-cement ratio, and then basic mixture proportion range was determined based on workability considerations, including desirable fiber dispersion without segregation. Subsequent direct tensile tests were performed on the composites with W/C's of 47.5% and 60% at 28 days that the fiber reinforced mortar exhibited high ductile uniaxial tension property, represented by a maximum strain capacity of 2.2%, which is around 100 times the strain capacity of normal concrete. Also, compressive tests were performed to examine high ductile fiber reinforced mortar under the compression. The test results showed that the measured value of compressive strength was from 26MPa to 34 MPa which comes under the strength of normal concrete at 28 days.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.81-81
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• 2015

전 지구적 기후변화는 대기-해양의 물리 특성을 변화시켜, 연안 및 하구의 수온상승과 염도 변화의 주요 원인이 되며, 생태 환경 및 다양한 경제 사회 문제를 야기 시킬 수 있다. 이러한 변화를 예측하고 영향을 최소화 하기위해서는 연안의 물리 특성을 세밀하고 정확하게 예측해야 한다. 그러나, 기후변화의 영향을 고려한 대기-해양 전 지구모델의 기후변화 시나리오는 우리나라와 같이 작고 복잡한 연안 지형을 가진 지역의 미래 환경 변화 예측에 적합하지 않다. 본 연구에서는 저해상도 정규격자 모형인 RIAMOM(RIAM Ocean Model)의 결과를 이용하여 비정규격자 모형인 FVCOM(Finite Volume Coastal Ocean Model)으로 울산만의 미래 물리 특성 변화를 상세 예측하였다. 기후변화로 인한 대기-해양의 물리 특성 변화를 고려하여 한국 주변해 및 연안을 대상으로 모의한 RIAMOM의 결과를, 본 연구의 대상 지역인 울산만 FVCOM 모델 경계에 초기 값과 시계열 자료로 사용하였다. FVCOM 모의 결과를 RIAMOM 자료와 비교 했을 때, 초기 표층 염분과 수온이 각각 0.4%, 2%의 오차를 보였다. 조위는 개방경계에서 01~0.4% 정도의 오차가 나타나, 다운스케일링(downscaling) 기법을 통한 수치 모의 결과가 초기 수온과 염분 및 조위 특성을 잘 재현하는 것으로 나타났다. 2001년(현 상태), 2050년(미래), 해수면 상승의 영향을 고려한 2050년에 대하여 모의 한 결과. 정규격자 모형인 RIAMOM에서 나타나지 않았던 기후변화로 인한 표층 염분과 수온의 상세한 변화가 울산만의 태화강 하구에서 나타났고, 염수쐐기의 길이 또한 상류쪽으로 증가하는 결과를 나타내었다. 다운스케일링을 통한 대상 지역의 상세 모델을 통해 기존의 예측 모델에서도출할 수 없던 결과를 나타낸 바, 향후 연구를 통해 지역의 장기 상세 환경 변화 예측에 활용할 수 있을 것으로 예상한다.

• Journal of the Korea Concrete Institute
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• v.14 no.5
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• pp.766-773
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• 2002

The failure phenomenon of overlaid concrete structures, such as surface crack, and peel-off failure, shear bond failure in the end contact zone, was investigated due to humidity changes. To investigate this failure phenomenon, the surface tensile stress, and the shear stress, the vertical tensile stress in the contact zone were analysed using the non-linear stress-strain relationship of material such as strain-hardening- and strain-softening diagrams. Overlay thickness and overlay material were the main variables in the analyses. It is assumed that the initial surface humidity of overlaid concrete structures was 100％ r.H. With a atmospheric humidity of 55％ r.H. and two load cases for drying(LCI), curing and drying(LC2), the stress states of overlaid concrete structures were calculated. The result shows that only fictitious cracks occurred in the overlay surface of CM2O, ECM25, and no shear bond failure occurred in the contact zone without CM2O. The peel-off failure was proved to be the main cause of the damage in the overlaid concrete structures. Only for overlay thickness of 1cm occurred no peel-off failure in the case of drying after a long-term public use(LC1). In the case of curing and drying during overlay work(LC2) occurred the peel-off failure within 1.5days for all the overlaid concrete structures.

• Journal of the Korean Society of Hazard Mitigation
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• v.10 no.5
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• pp.159-168
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• 2010

This study investigates the relationships between the maximum freshwater pumping discharge and hydraulic properties of coastal aquifer using a laboratory model. The experiment performed the fresh pumping test in various locations near the saltwedge induced by saltwater intrusion to freshwater over aquifer characteristics of hydraulic conductivity, salinity, and ground surface slope. Saltwater pumping also tested to protest saltwater intrusion to the excessively discharging freshwater well. The maximum freshwater discharges were achieved, and then the optimum saltwater discharges were measured. It is found that greater hydraulic conductivity and ground surface slope produced greater the maximum freshwater pumping discharge. Salinity gave less impact on the pumping discharge relatively. Higher freshwater discharge was found at higher hydraulic conductivity and steeper ground surface slope. The optimum saltwater discharge required 14% more pumping rate than the maximum freshwater discharge to keep saltwater intrusion to the freshwater pumping well. Pumping well located closer to salt-wedge profile promoted less freshwater pumping discharge. Therefore, pumping well location, hydraulic conductivity, ground surface slope, and salinity should be taken into account in freshwater pumping in coastal aquifer.

• Journal of Broadcast Engineering
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• v.25 no.3
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• pp.313-324
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• 2020

In this paper, we propose a motion vector prediction method that increases the coding efficiency at the boundary of an image by utilizing the 360 video characteristic. In the current VVC method, the location of a neighbor block is excluded from the candidate list for inter prediction in case that it is out of boundary. This can reduce coding efficiency as well as subject quality. To solve this problem, we construct new candidates adding the location of the neighbor block at the boundary of the picture from already decoded information based on the projection method for 360 video coding. To evaluate the performance of the proposed method, we compare with VTM6.0 and 360Lib9.1 under Random Access condition of JVET-360 CTC. As a result, the coding performance shows a BD-rate reduction of 0.02% on average in luma component and 0.05%, 0.06% on average in chroma components respectively, without additional computational complexity. The coding performance at the picture boundary shows a BD-rate reduction of 0.29% on average in luma component and 0.45%, 0.43% on average in chroma components, respectively. Furthermore, we perform subjective quality test with the DSCQS method and obtain MOS values. The MOS value is improved by 0.03 value, and we calculate BD-MOS using MOS value and bit-rate. As a result, the proposed method improved performance by up to 8.78% and 5.18% on average.

• 한국해양학회지
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• v.30 no.1
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• pp.57-63
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• 1995

Two-layered fluid with sloping bottom and top(${\beta}$-effect) in rigid cylinder is put on the rotating table. To drive the lower-layer motion in "the Sverdrup type" flow external fluid is pumped into the lower-layer. By introducing inlet-outlet system in the upper-layer, an analogy to the Tsushima Tsugaru, Soya of the East Sea has been tested. The position of the inlet-outlet system and the difference between the strength of inlet or outlet flow are changed to see the effects of the wind stress on the upper-layer. The northern part of inflow toward the outlet may be interpreted roughly as the position of the polar front in the East Sea. Experimental observations have revealed that the inflow flows along the western boundary before it separates into the interior and flows straight toward the outlet position. However, the wind effect is imposed upon the upper-layer, the western boundary flow branches into two parts of which one flows along the boundary and the other flows into the interior under the influence of negative wind stress curl, while southward western boundary flow seems to block the flow and deflect it to the interior. The changes in the position of inlet-outlet system produce more significant changes in flow pattern in that cyclonic flow in the north controls the northern extent of the polar front by deflecting the northward interior motion toward the west(outlet). Interface displacement which depends strongly on the velocity difference between two layers seems to play crucial role in terms of the path of upper-layer flow, particularity, the inflow.

• Journal of Soil and Groundwater Environment
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• v.12 no.3
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• pp.53-65
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• 2007

Appropriate representation of hydrologic boundaries in groundwater models is critical to the development of a reliable model. This paper examines how the model predictions are affected by the uncertainty in the conceptualization of the hydrologic boundaries including groundwater divides, streams, and the lower boundaries of the flow system. The problem is analyzed for a study area where a number of field data for model inputs were available. First, a groundwater flow model is constructed and calibrated for the area using the Visual Modflow code. Recharge rate is used for the unknown variable determined through the calibration process. Secondly, a series of sensitivity analyses are conducted to evaluate the effects of model uncertainties embedded in specifying boundary conditions for streams and groundwater divides and specifying lower boundary of the bedrock. Finally, this paper provides some guidelines and discussions on how to deal with such hydrologic boundaries in view of developing a reliable conceptual model for the groundwater flow system of Korea.