• 대한기계학회:학술대회논문집
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• 대한기계학회 2003년도 춘계학술대회
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• pp.1724-1729
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• 2003

A new ground transportation system is often simulated by the wing in ground effect(WIG). Recently, several kinds of experimental and computational studies are being carried out to investigate the WIG aerodynamic characteristics which are of practical importance to develop the new ground transportation vehicle system. These works are mainly based on conventional wind tunnel tests, but many problems associated with the WIG aerodynamic characteristics can not be satisfactorily resolved. In order to develop the new ground transportation vehicle system the WIG should be further investigated. To do this, it is necessary to develop a s imulator appropriate to the WIG aerodynamics. The objective of the present study is to clarify the aerodynamic characteristics of the WIG and to develop a new experimental test rig for the investigation of the WIG aerodynamics. Some preliminary experiments are performed to investigate the usefulness of the WIG simulator.

• 대한전자공학회논문지TC
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• 제48권5호
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• pp.54-63
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• 2011

본 논문은 수직 접지면을 갖는 평판형 모노폴 안테나의 임피던스 특성 개선에 관한 논문이다. 평판형 모노폴 안테나의 임피던스 특성 개선을 위해 기존 연구된 방사체 구조 변형 외에 수직 접지면의 영향을 이용하였다. 수직 접지면의 영향을 분석하기 위해 기존 연구인 보조 공진기 모드 이외에 다이폴 안테나 모드를 제안하였다. 수직 접지면의 각 동작 모드를 기반으로, 모노폴 안테나와 수직 접지면 사이의 임피던스 특성 상관관계를 이용하여 평판형 모노폴 안테나의 임피던스 특성을 개선하였다. 개선 방법은 안테나의 급전 위치 변경 및 수직 접지면의 면적 변화이다. 본 분석 결과는 수직 접지면을 갖는 다양한 평판형 모노폴 안테나의 임피던스 특성을 개선 및 분석할 수 있을 것으로 기대 된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.82-89
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• 2004

To secure stability and availability of Rammed Aggregate Pier method as the foundation of a structure, the shear strength characteristics according to the area replacement ratio of RAP and the relative density of in-situ ground was studied through soil laboratory tests and large direct shear tests in a model ground. As a result, the internal friction angle tends to increase in proportion to in-situ relative density(Very Loose, Loose, Medium) in composite ground formed by the same area replacement ratio of RAP and also increase in proportion to increasing the area replacement ratio(30, 40, 50%) of RAP in the same ground condition. Furthermore, the comparative analysis between the experimental value and theoretical value of the shear strength is carried out.

• Journal of Mechanical Science and Technology
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• 제20권7호
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• pp.1051-1058
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• 2006

The steady aerodynamic characteristics of a wing flying over a channel are investigated using a boundary-element method. The present method is validated by comparing the computed results with the measured data. Compared with a flat ground surface, the channel fence augmented the lift increase and induced drag reduction. When the fence is lower than the wing height, the gap between the wingtip and the fence does not affect the aerodynamic characteristics of the wing much. When the fence is higher than the wing height, the close gap increased the lift. The induced drag is reduced when the wing is placed near the ground or at the same height as the fence. It is believed that present results can be used in the conceptual design of the high-speed ground transporters flying over the channel.

• 한국조명전기설비학회:학술대회논문집
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• 한국조명전기설비학회 2008년도 추계학술대회 논문집
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• pp.333-336
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• 2008

This paper resents a theoretical analysis for the grounding impedance influenced by the ground rod's dimension using the distributed parameter model. In this paper, EMTP and Matlab Program were used to simulate the distributed parameter model and to analyze the frequency-dependent characteristics of the ground rods. We compared two kinds of ground rods having different dimensions and the frequency-dependent characteristics of two ground rods were quite different from each other. It is estimated that these different characteristics are caused by the distributed parmeters which are changed by the length of ground rod.

• 한국철도학회논문집
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• 제3권2호
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• pp.51-61
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• 2000

In this study, field measurements of vibration on the structures supporting railroad track were performed. The vibration data obtained were analyzed to find out any correlation between its magnitude and several factors such as type of bridges, distance from the track, type of train, frequency characteristics, etc. As a result, the magnitude of vibration turned out to be the highest in the steel bridge, the concrete bridge and steel-concrete combined bridge were the next in descending order. It was also found that the dynamic characteristics of ground were the most important factors among several affecting vibration near by the railroad track. And the empirical ground vibration estimation equation for estimating ground vibration was developed. The proposed equation with respect to distances from the railroad could be easily used for the estimation of ground vibration at the residential areas nearby the track.

• 한국지진공학회논문집
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• 제25권1호
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• pp.43-52
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• 2021

According to several seismic design standards, a ground motion time history should be selected similar to the design response spectrum, or a ground motion time history should be modified by matching procedure to the design response spectrum through the time-domain method. For the response spectrum matching procedure, appropriate seed ground motions need to be selected to maintain recorded earthquake accelerogram characteristics. However, there are no specific criteria for selecting the seed ground motions for applying this methodology. In this study, the characteristics of ground motion time histories between seed motions and spectral matched motions were compared. Intensity measures used in the design were compared, and their change by spectral matching procedure was quantified. In addition, the seed ground motion sets were determined according to the response spectrum shape, and these sets analyzed the response of nonlinear and equivalent linear single degrees of freedom systems to present the seed motion selection conditions for spectral matching. As a result, several considerations for applying the time domain spectral matching method were presented.

• 한국농공학회논문집
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• 제60권2호
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• pp.95-101
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• 2018

The objective of this study is to evaluate the liquefaction cyclic shear stress ratio considering the soil uncertainty. In this study, the probabilistic ground response analysis and the cyclic shear stress ratio analysis for the liquefaction potential evaluation are performed considering the soil variability. The statistical properties of input ground parameters were analyzed to investigate the parameters affecting the seismic response analysis. The Probabilistic analysis was carried out by Monte Carlo Simulation method. The ground response analysis was performed considering the soil variability and the probability distribution characteristics of the ground acceleration. The probability distribution of the peak ground acceleration by seismic characteristics was presented. The differences of liquefaction shear stress ratio results according to soil variability were compared and analyzed. The maximum acceleration of the ground by the deterministic method was analyzed to be overestimation of the ground amplification phenomenon. Also, the shear stress ratio was overestimated.

• 설비공학논문집
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• 제20권11호
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• pp.739-745
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• 2008

This paper presents the measurement of ground thermal conductivity and the characteristics of ground thermal diffusion by a ground heat exchanger(GHE). A borehole is installed to a depth of 175 m with a diameter of 150 mm. To analyze the thermal diffusion property of the GHE, thermocouples are installed under the ground near the GHE. The outdoor temperature, the ground temperature, and the water temperature of the GHE are monitored for evaluating the characteristics of ground thermal diffusion. The ground thermal conductivity is evaluated by the in-situ thermal response tester and the line source model. It is found to be 3.08 W/$m^{\circ}C$ in this study. The ground temperature is greatly dependent on the outdoor temperature from the ground surface to 2.5 m in depth and is stable below 10 m in depth. The surface temperature of the GHE varies as a function of the temperature of circulating water. But the ground temperature at 1.5 m far from the GHE is not changed in accordance with the temperature of circulating water.

• 한국산학기술학회논문지
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• 제18권6호
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• pp.250-255
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• 2017

지진 발생시 지반조건에 의하여 지반운동에 영향을 받으며 내진설계시 지반특성을 고려한 부지응답특성 평가를 수행해야한다. 국내 내진설계기준의 설계지진력을 결정하는 부분은 미국내진설계기준(UBC-1997)을 차용하여 사용하고 있다. 국내 지반특성과 다른 미국의 지반특성에 적합하게 만들어진 기준을 그대로 사용하는 경우 과다 또는 과소 설계의 원인이 될 수 있다. 따라서 국내지반특성에 적합한 설계응답스펙트럼의 개선이 중요하다. 그래서 본 연구에서는 국내 도시지역의 158개 지반을 선정하여 미국 서부지역의 지반 특성과 비교하고 부지응답을 수행하였다. 158개의 지반을 내진설계기준에서 제시하는 분류방법을 이용하여 분류하였을 때 $S_B$에 해당하는 지반이 37개, $S_C$은 107개, 지반 $S_D$은 14개로 분류되었다. 각 분류된 지반과 7개의 입력지진파를 토대로 해석을 수행하였으며, 내진설계기준과 비교 분석 결과, 국내 설계응답스펙트럼은 국내의 도시지역의 지반특성에 비하여 단주기 영역의 증폭을 과소평가하고 장주기 영역의 증폭을 과대평가하는 것으로 나타났다. 158개의 해석대상부지 중에서 77%정도를 차지하는 지반 $S_C$, $S_D$의 결과에서 설계응답스펙트럼과 큰 차이가 발생한다는 것은 국내 내진설계기준에 제시되어있는 증폭계수를 국내 지반특성에 적합하도록 재산정 할 필요성이 있다는 것을 보여준다.