• Journal of the Institute of Electronics Engineers of Korea SC
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• v.39 no.5
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• pp.1-7
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• 2002

In this paper, an extended type of a direct learning control(DLC) method is proposed for the effective control of systems which perform a given task repetitively. DLC methods have been suggested to overcome the defects of iterative learning control, the learning process should be resumed from the beginning even if a slight change occurs in the desired output pattern. If a given desired output trajectory is "proportional" to the output trajectories which are learned previously, we can obtain the desired control input directly without the iterative learning process by using the DLC. First, most existing DLC methods are shown to be applicable only to single-input single-output systems with the relative degree one and then, an extended type of DLC is proposed for a class of nonlinear systems having the relative degree more than or equal to one by using the known relative degree of a nonlinear system. By the simulation results for the arbitrary nonlinear system with the relative degree more than one, the validity and the performance of the proposed DLC method are examined.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.33 no.2
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• pp.1-10
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• 2005

An unstructured parallel overset mesh method has been developed for the simulation of unsteady flows around multiple bodies in relative motion. For this purpose, an efficient and robust search method is proposed for the unstructured grid system. A new data-structure is also proposed to handle the variable number of data on parallel sub-domain boundary. The interpolation boundary is defined for data communication between grid systems. An interpolation method to retain second-order spatial accuracy and to treat the points inside the neighboring solid bodies are also suggested. A single store separating from the Eglin/Pylon configuration is calculated and the result is compared with experimental data for validation. Simulation of unsteady flows around multiple bodies in relative motion is also performed.

• Journal of the Korean Geotechnical Society
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• v.22 no.1
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• pp.35-44
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• 2006

In general typically granular soils contain a certain amount of fines. It is also widely recognized that foundation soils under working loads show highly non-linear behavior from very early stages of loading. In the present study, a series of laboratory tests with sands of different silt contents are conducted and methods to assess strength and stiffiness characteristics are proposed. Modified hyperbolic stress-strain model is used to analyze non-linearity of silty sands in terms of non-linear Degradation parameters f and g as a function of silt contents and Relative density Dr. Stress-strain curves were obtained from a series of triaxial tests on sands containing different amounts of silt. Initial shear modulus, which is used to normalize Degradation modulus of silty sands, was determined from resonant column test results. From the laboratory test results, it was observed that, as the Relative density increases, values of f decrease and those of g increase. In addition, it was found that values of f and g increase and decrease respectively as a Skeleton void ratio $(e_{sk})$ increases.

• The Korean Journal of Applied Statistics
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• v.19 no.1
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• pp.163-170
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• 2006

The argument concerning the choice of effect measure for epidemiologic data or clinic data has been renewed. But the relationships among effect measures can be confusing if effect measures are expressed by conventional mathematical functions alone. In this article, risk difference(RD), relative risk(RR), and odds ratios(OR) for binary data are presented by radar diagram instead of mathematical functions and the relationships among them are showed using radar diagram. This radar diagram is offered flexible conceptual tool to understand effect measures, DR, RR, and OR for binary data.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2003.05a
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• pp.87-90
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• 2003

It has been well known that the major feature of compressible flow fields might be different depending on their formation processes. The objectives of the present study is to investigates the effect of jet development on the time history of supersonic jet flow field, accompanying nonequilibrium condensation. Especially, the behaviors of Mach disk diameter and location in a supersonic moist air jet are presented in terms of nozzle pressure ratio and initial relative humidity. The relative humidity of moist air is controlled at the nozzle supply, and the nozzle pressure ratio is varied to obtain the moderately underexpanded flows at the exit of the nozzle, installed in an indraft wind tunnel. It is found that at the same pressure ratio the Mach disk diameter increases with the initial relative humidity, while moves further upstream. Furthermore, the values of Mach disk diameter and location for increasing pressure ratio show larger than those for increasing.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.7 no.3
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• pp.175-181
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• 1987

Plugging effect of open-ended pipe piles is known to have a close relationship with the ratio of an embedment depth to a pile diameter, i.e., the relative embedment ratio. To evaluate this relationship in the concrete, load tests are performed on the open and the close ended model piles varying the relative embedment ratio as well as the relative density of the model test ground. Cross-shaped hollow plates are attached at the open pile ends to reduce the effective pile diameters, on which load tests are also performed. As a result, it is confirmed that higher plugging effect may be obtained in the denser ground at lower relative embedment. However, 100% plugging effect can be obtained at the relative embedment ratio of 25 or bigger regardless of the density of the ground. Increment of the plugging effect by introducing the cross-shaped attachment can hardly be achieved.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.415-420
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• 2017

유량자료는 연속적으로 관측하기가 쉽지 않을 뿐 아니라 모든 관측소에서 매년 적정한 유량자료를 생산하는 것 또한 매우 어려운 실정이다. 이에 따라 미계측 유역에 대한 유량 산정을 위해 많은 연구가 진행되고 있다. 영국의 "Low Flow Studies report(Institute of Hydrology, 1980)"에서는 갈수량 산정과 관련하여 기저유량비(Base Flow Index, BFI)를 사용하는 것을 추천하였다. 국내에서는 이와 관련한 적용 사례가 없기 때문에 본 연구에서는 BFI를 적용하여 미계측 유역의 갈수량을 산정하고자 하였다. 대상유역은 낙동강 권역의 22개 지점을 대상으로 실시하였으며, 기저유량비 및 평균 갈수량과 유역 및 수문인자들의 상관분석을 수행하였다. 분석을 통하여 기저유량비는 토양군 C와 지하수위를 독립변수로, 평균 갈수량은 기저유량비, 유역면적, 강수량을 독립변수로 선정하여 회귀분석을 실시하였다. 그 결과 개발한 기저유량비 지역회귀모형의 상대오차는 -26.5%(기계2)~57.2%(구영)의 범위로 분포하였고, 절대오차의 평균은 17.2%로 산정되었다. 평균 갈수량 지역회귀모형은 상대오차가 -38.4%(도천)~184.4%(길안)의 범위에서 분포하고 있으며, 절대오차의 평균은 47.3%이다. 그러나 소토, 기계2, 길안 지점을 제외하면 절대오차는 30.6%이다. 상대오차는 다소 부정적이지만 기존에 개발된 지역회귀모형으로 평균 갈수량을 산정한 결과와 비교하면 상대적으로 양호한 것으로 판단된다. 사용한 자료의 기간이 6년으로 통계적인 결과로 보기에는 다소 미흡한 측면이 있지만, 유역인자로서 BFI가 미계측 유역의 갈수량 특성을 설명할 수 있는 우수한 인자라고 판단하였다.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.30 no.5
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• pp.399-406
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• 2019

The variation of ground-penetrating radar(GPR) signal characteristics from dielectric-filled nonmetallic pipes buried in inhomogeneous ground are compared through a numerical simulation. The relative permittivity distribution of the ground is generated by using the continuous random media(CRM) technique. As a function of the relative permittivity of the material filling the nonmetallic pipe buried in the ground media, GPR signals are simulated by using the finite-difference time-domain(FDTD) method. We show that, unlike the case for homogeneous ground, the distortion characteristics of the reflected waves caused by the front convex surface and the rear concave surface of the pipe buried in inhomogeneous ground are different depending on the permittivity contrast between the inside and outside of the pipe.

• Proceedings of the Korea Information Processing Society Conference
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• 2011.11a
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• pp.399-402
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• 2011

현재의 자동번역 방식의 문제점은 대화 상대에 상관없이 항상 일정한 존대 표현을 생성하여 자동번역 결과를 부자연스럽게 만들고 앞뒤 대화 문맥을 혼란하게 만든다는 것이다. 예를 들어 대화 상대가 달라지면 동일한 원문에 대해서도 자동번역 결과는 다른 존대 표현을 생성해야 하나, 현재의 자동번역 시스템은 항상 하나의 일관된 존대 표현을 생성한다. 이 이유는 자동 번역 시스템에서 사용하는 번역지식 또는 데이터가 고정되어 있어 유동적으로 변하지 않기 때문이다. 본 논문에서는 이러한 기존 자동번역의 문제점을 해결하기 위하여, 소셜 네트워크(social network)에서 제공하는 디지털 인맥 정보와 같은 비언어적 정보와 발화상의 표현과 같은 언어적 정보로부터 대화 자간의 존대 관계를 계산하여 자동번역 결과에 반영함으로써 언어 문화적 존대 차이를 자동으로 극복하는 대화 상대 맞춤형 존대표현 자동 번역 방법을 기술하는 데 그 목적이 있다.

• Journal of the Korean Geotechnical Society
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• v.23 no.10
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• pp.47-56
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• 2007

In this research, the effects of the gravel content on the liquefaction behavior for both of the isotropically and $K_0-anisotropically$ consolidated gravel-sand mixtures are investigated. for this purpose, the cyclic triaxial tests for the specimens with the same relative density (Dr=40%) and variations of gravel content were performed. On the other hand, a series of undrained cyclic triaxial tests were carried out on the isotropically consolidated gravel-sand mixtures with the same void ratio (e=0.7) and from 0% to 30% gravel contents. Void ratios of gravel-sand mixtures with the same relative density (Dr=40%) are found to decrease significantly with the increase of the gravel content from 0% to about 70% and increase thereafter. But the void ratio of the sand matrix among the gravel skeleton increases with the increase of the gravel contents. Test results are as follows : for the isotropically consolidated specimen with 40% of relative density and low gavel contents (GC=0%, 20%, 40%), pore water pressure development and axial strain behavior during undrained cyclic loading show similar behavior to those of the loose sand because of high void ratio, and the specimens with high gravel content (70%) both pore pressure and strata behaviors are similar to those of dense sand. And the isotropically consolidated specimens with the same void ratio (e=0.7) and higher gravel contents show the same behavior of pore water pressure and axial strain as that of the loose sand, but for the lower gravel content this behavior shows similar behavior to that of dense sand. The liquefaction strength of the isotropically consolidated specimens with the same relative density increases with gravel content up to 70%, and the strength decreases with the increase of the gravel content at the same void ratio. Thus, it is confirmed that the liquefaction strength of the gravel-sand mixtures depends both on relative density and void ratio of the whole mixture rather than the relative density of the sand matrix filled among gravels. On the other hand, the behavior of pore water pressure and axial strain for the $K_0-anisotropically$ consolidated gravel-sand mixtures shows almost the same cyclic behavior of the sand with no stress reversal even with some stress reversal of the cyclic loading. Namely, even the stress reversal of about 10% of cyclic stress amplitude, the permanent strain with small cyclic strain increases rapidly with the number of cycles, and the initial liquefaction does not occur always with less than maximum pore water pressure ratio of 1.0. The liquefaction resistance increases with the gravel contents between 0% and 40%, but tends to decrease beyond 40% of gravel content. In conclusion, the cyclic behavior of gravel-sand mixtures depends on factors such as gravel content, void ratio, relative density and consolidation condition.