• 한국항해항만학회지
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• 제37권5호
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• pp.487-492
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• 2013

수중에서의 통신은 해수면과 해저면 등에 의한 신호의 반사가 생겨 다중경로 현상이 발생한다. 이러한 다중경로의 영향으로 신호는 왜곡되고 원활한 수신을 방해하게 된다. 본 논문에서는 수신신호의 성능을 향상시키고자 수중통신에 적합한 반복부호를 설정하였다. 적용 가능한 반복부호로는 터보 부호와 LDPC 부호, BCJR 기반의 컨볼루션 부호가 있으며, 동일한 부호화율 및 비슷한 부호어 길이에서 터보 등 화기 기반의 성능을 분석하였다. 반복횟수를 5회로 고정하였고, 수중 채널 데이터는 실제 동해 바다에서 송수신 거리가 5Km로 실험을 하였다. 그리고 데이터 속도를 1Kbps에서 측정된 실제 데이터를 이용하였다. 성능 분석 결과, BCJR 기반의 컨볼루션 부호가 가장 적합함을 알 수 있었다.

• Ocean and Polar Research
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• 제34권3호
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• pp.325-335
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• 2012

It is well known that sound waves in the sea propagates under the influence of sea surface and bottom roughness, the sound speed profile, the water depth, and the density of sea floor sediment. In particular, an abrupt change of sound speed with depth can greatly affect sound propagation through an eddy. Eddies are frequently generated in the East Sea near the Korean Peninsula. A warm eddy with diameter of about 150 km is often observed, and the sound speed profile is greatly changed within about 400 m of water depth at the center by the eddy around the Ulleung Basin in the East Sea. The characteristics of low-frequency sound propagation across a warm eddy are investigated by a sound propagation model in order to understand the influence of warm eddies. The acoustic rays and propagation losses are calculated by a range-dependent acoustic model in conditions where the eddy is both present and absent. We found that low-frequency sound propagation is affected by the warm eddy, and that the phenomena dominate the upper ocean within 800 m of water depth. The propagation losses of a 100 Hz frequency are variable within ${\pm}15$ dB with depth and range by the warm eddy. Such variations are more pronounced at the deep source near the sound channel axis than the shallow source. Furthermore, low-frequency sound propagation from the eddy center to the eddy edge is more affected by the warm eddy than sound propagation from the eddy edge to the eddy center.

• 한국강구조학회 논문집
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• 제9권4호통권33호
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• pp.589-600
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• 1997

냉간성형된 데크플레이트는 건물의 바닥슬래브에 콘크리트 타설시 거푸집용으로만 주로 사용되었으나, 콘크리트와의 일체성을 높임으로써 주인장재 역할을 할 수 있는 합성용 데크가 등장하고 있다. 본 논문은 새로 개발된 합성용 데크의 구조성능 평가를 위한 연구의 결과를 제시하고 있다. 신형상의 데크는 콘크리트와 데크사이의 합성효과를 개선하기 위하여 locking rib와 dove tail 및 강력한 엠보싱이 추가되었다. 콘크리트와 데크플레이트사이의 합성효과를 규명하기 위하여 28개의 실험체가 실험되어 졌다. 본 연구의 중요, 변수는 스팬, 데크플레이트 두께, 지지조건, 지지점에 전단연결재의 유무등이다.

• 한국농업기계학회:학술대회논문집
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• 한국농업기계학회 1996년도 International Conference on Agricultural Machinery Engineering Proceedings
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• pp.692-700
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• 1996

The objective of this study is to develop a systematic purification plant using the metabolism of aerobic microorganisms. This system is subsequently aerated and continuously removes suspended solids and settling sludges caused by aerating pressure at the bottom of a lower pipe (i.e., Continuous Removal of Suspended solids and Settling sludges, CRSS). The CRSS plants are brought out by introducing fine air bubbles into the liquid phase of a lower pipe in the bio-reactor. These plant uses aeration pipe, with multiple inlets to sweep the floor of bio-reactor tank, instead of the conventional scraper mechanisms. The principal advantage of this system is that it can continuously remove very small or light particles that settles completely within a short time. Once the particles have been floated to the surface, they can be moved into the pipe and collected in the settling tank by sequently aerated pressure. The experimental results shows that about 99.0% of the biochemical oxygen demand(BOD), 99.3% of the suspended solid(SS), 92.3% of the total nitrogen(T-N), 99.0% of the turbidity(TU), 100% of the total coliform(TC)and ammonia was respectively removed during aerobic digestion for 9 days. These result indicates that the CRS S plants are very effective for reduction and deodorization of swine wastewater contaminants, and the efflux from CRS S can either be discharged in the river or used as nutrient solution of formulation for plant growth factories. The developed CRSS plant proved to be flexible and it can simply be adapted to any type of biological waste treatment problem.roblem.

• 대한조선학회지
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• 제13권1호
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• pp.17-23
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• 1976

Some methods of analysis of rectangular plates under distributed load of various intensity with interior supports are presented herein. Analysis of many structures such as bottom, side shell, and deck plate of ship hull and flat slab, with or without internal supports, Floor systems of bridges, included crthotropic bridges is a problem of plate with elastic supports or continuous edges. When the four edges of rectangular plate is simply supported, the double Fourier series solution developed by Navier can represent an exact result of this problem. If two opposite edges are simply supported, Levy's method is available to give an "exact" solution. When the loading condition and supporting condition of a plate does not fall into these cases, no simple analytic method seems to be feasible. Analysis of a simply supported rectangular plate under irregularly distributed loads of various intensity with internal supports is carried out by applying Navier solution well as the "Principle of Superposition." Finite difference technique is used to solve plates under irregularly distributed loads of various intensity with internal supports and with various boundary conditions. When finite difference technique is applied to the Lagrange's plate bending equation, any of fourth order derivative term in this equation produces at least five pivotal points leading to some troubles when the resulting linear algebraic equations are to be solved. This problem was solved by reducing the order of the derivatives to two: the fourth order partial differential equation with one dependent variable, namely deflection, is changed to an equivalent pair of second order partial differential equations with two dependent variables. Finite difference technique is then applied to transform these equations to a set of simultaneous linear algebraic equations. Principle of Superposition is then applied to handle the problems caused by concentrated loads and interior supports. This method can be used for the cases of plates under irregularly distributed loads of various intensity with arbitrary conditions such as elastic supports, or continuous edges with or without interior supports, and this method can also be solve the influence values of deflection, moment and etc. at arbitrary position of plates under the live load.

• Wind and Structures
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• 제20권1호
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• pp.15-36
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• 2015

Characterization of wind flows over a complex terrain, especially mountain-gorge terrain (referred to as the very complex terrain with rolling mountains and deep narrow gorges), is an important issue for design and operation of long-span bridges constructed in this area. In both wind tunnel testing and numerical simulation, a transition section is often used to connect the wind tunnel floor or computational domain bottom and the boundary top of the terrain model in order to generate a smooth flow transition over the edge of the terrain model. Although the transition section plays an important role in simulation of wind field over complex terrain, an appropriate shape needs investigation. In this study, two principles for selecting an appropriate shape of boundary transition section were proposed, and a theoretical curve serving for the mountain-gorge terrain model was derived based on potential flow theory around a circular cylinder. Then a two-dimensional (2-D) simulation was used to compare the flow transition performance between the proposed curved transition section and the traditional ramp transition section in a wind tunnel. Furthermore, the wind velocity field induced by the curved transition section with an equivalent slope of $30^{\circ}$ was investigated in detail, and a parameter called the 'velocity stability factor' was defined; an analytical model for predicting the velocity stability factor was also proposed. The results show that the proposed curved transition section has a better flow transition performance compared with the traditional ramp transition section. The proposed analytical model can also adequately predict the velocity stability factor of the wind field.

• 한국공간구조학회논문집
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• 제18권1호
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• pp.109-116
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• 2018

As the number of high-rise buildings increases, a mid-story isolation system has been proposed for high-rise buildings. Due to structural problems, an appropriate isolation layer displacement is required for an isolation system. In this study, the mid-story isolation system was designed and the seismic response of the structure was investigated by varying the yield strength and the horizontal stiffness of the seismic isolation system. To do this, a model with an isolation layer at the bottom of $15^{th}$ floor of a 20-story building was used as an example structure. Kobe(1995) and Nihonkai-Chubu(1983) earthquake are used as earthquake excitations. The yield strength and the horizontal stiffness of the seismic isolation system were varied to determine the seismic displacement and the story drift ratio of the structure. Based on the analytical results, as the yield strength and horizontal stiffness increase, the displacement of the isolation layer decreases. The story drift ratio decreases and then increases. The displacement of the isolation layer and the story drift ratio are inversely proportional. Increasing the displacement of the isolation layer to reduce the story drift ratio can cause the structure to become unstable. Therefore, an engineer should choose the appropriate yield strength and horizontal stiffness in consideration of the safety and efficiency of the structure when a mid-story isolation system for a high-rise building is designed.

• Ocean and Polar Research
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• 제43권4호
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• pp.219-227
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• 2021

Sea surface height (SSH) anomalies were estimated from data recorded by four pressure-recording inverted echo sounders (PIESs) in the Mindanao Current region over a duration of 2 years from December 2017 to November 2019. The steric components of SSH anomalies were derived from round-trip acoustic travel times from the sea floor to the sea surface, whereas mass-loading components were derived from bottom pressures. Temporal variabilities in the total (steric and mass-loading) SSH anomalies and the steric component are extremely similar; this result implies that the steric component plays a major role in SSH anomalies in this region. Comparisons of the PIES-derived SSH anomalies with satellite-measured SSH anomalies reveal that the former has less temporal variability. Correlation coefficients between the total SSH anomalies and satellite-measured SSH anomalies are less than 0.85, which is lower than the correlation coefficient between the steric components and satellite-measured SSH anomalies.

• 산업식품공학
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• 제23권2호
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• pp.87-93
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• 2019

공기 주입식 스팀-에어 레토르트 내에서 스팀온도, 내부가압, CUT 등의 공정변수가 레토르트 내부의 온도 균일성에 미치는 영향을 평가하였다. 고온살균(121℃)이 저온살균(82℃) 보다 공정구간동안 온도분포가 더 균일하고 안정적이었다. 내부 가압이 클수록 저온살균조건의 공정에서는 온도분포가 안정적이었고, 이와 반대로 고온살균조건의 공정에서 온도분포가 더 불균일한 것으로 나타났다. 승온구간을 조절한 경우에는 레토르트 내의 온도분포에는 유의적인 차이를 나타내지 않았다. 공정구간동안 레토르트 내부에서 냉점은 수직방향 1층의 위로 확인되었고, 수평방향에서는 맨 뒤쪽 중앙 부분이 가장 높은 온도를 유지하여 공정 동안 이 위치들을 주의를 할 필요가 있었다. 또한 레토르트 내부의 양 옆 위치가 다른 위치에 비해 특히 온도분포가 불안정한 것으로 확인되었으므로 레토르트 가공 공정에서 주의해야 할 것으로 판단되었다.

• 대한토목학회논문집
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• 제42권2호
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• pp.151-162
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• 2022

스마트 건설 기술의 도입으로 공장에서 일괄 대량생산이 가능한 프리팹 부재에 대한 관심이 높아졌다. 프리팹 프리스트레스 콘크리트 거더는 가설시 프리팹 바닥판과의 정합성을 위해 제작부터 가설 전 단계까지 거더의 형상관리가 중요하다. 이 연구에서는 프리팹 거더의 상연 및 하연에 병치된 변형률 측정치를 이용한 캠버 재구성 기법을 제시한다. 특히, 긴장력 도입 이후 가설 전까지 콘크리트의 시간 의존적 거동이 고려된 변형률 데이터에 대해 캠버 재구성 기법을 적용한다. 몬테카를로 수치 모사를 통해 제한된 센서의 개수, 계측 오차 그리고 비선형적 시간 의존적 거동들에 대해 재구성된 캠버의 통계적 정확도를 분석하고 타당성을 검증한다.