• Journal of applied mathematics & informatics
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• 제26권1_2호
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• pp.45-60
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• 2008

Here we consider the evaluation of the the dynamic component of the second order force due to wave diffraction by a circular cylinder analytically and numerically. The cylinder is fixed, vertical, surface piercing in water of finite uniform depth. The formulation of the wave-structure interaction is based on the assumption of a homogeneous, ideal, incompressible, and inviscid fluid. The nonlinearity in the wave-structure interaction problem arises from the free surface boundary conditions, namely, dynamic and kinematic free surface boundary conditions. We expand the velocity potential and free surface elevation functions in terms of a small parameter and then consider the second order diffraction problem. After deriving the pressure using Bernoulli's equation, we obtain the analytical expression for the dynamic component of the second order force on the cylinder by integrating the pressure over the wetted surface. The computation of the dynamic force component requires only the first order velocity potential. Numerical results for the dynamic force component are presented.

• Earthquakes and Structures
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• 제12권6호
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• pp.619-628
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• 2017

The intent of this paper is to investigate the propagation of Love waves in a dry sandy medium sandwiched between fiber-reinforced layer and prestressed porous half-space. Separate displacement components have been deduced in order to characterize the dynamics of individual materials. Using suitable boundary conditions, the frequency equation has been derived by means of separation of variables which reveals the significant role of reinforcement parameters, sandiness, thickness of layers, porosity and prestress on the wave propagation. The phase velocity of the Love wave has been discussed in accordance with its typical cases. In both cases when fiber-reinforced and dry sandy media are absent, the derived equation of Love type wave coincides with the classical Love wave equation. Numerical computations have been performed in order to graphically illustrate the dependencies of different parameters on phase velocity of Love waves. It is observed that the phase velocity decreases with the increase of parameters pertaining to reinforcement and prestress. The results have certain potential applications in earthquake seismology and civil engineering.

• 한국군사과학기술학회지
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• 제24권6호
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• pp.619-628
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• 2021

In order to compare numerical analyses made by Song and Kim needed for predicting gas and water filling with experimental results we conducted an experiment to recover a test projectile (43.7 kg with a 155 mm diameter) at a velocity of 775 m/s in a soft recovery system with a length of 179 m using pressurized gas and filled water. The soft recovery system consisting of a series of pressure tubes had a diaphragm, piston, and water plug for filling the pressurized gas and water. We installed a continuous wave Doppler radar system for velocity measurements of the test projectile travelling in the pressure tubes and pressure transducers for measuring the pressure in the soft recovery system. Continuous wave Doppler radar has the advantage of achieving real-time measurements of the velocity of a test projectile. The velocity-time curve of the test projectile, measured using the continuous wave Doppler radar, and the pressure profile were compared with the numerical analysis results. The experiment results show good agreement with the numerical analysis results based on the one-dimensional Euler equation with an HLL Riemann solver.

• 한국지반공학회논문집
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• 제24권10호
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• pp.161-174
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• 2008

국내 점성토 지반 및 풍화토 지반의 전단파속도 특성을 파악하기 위하여 표준관입시험(SPT), 부유형 PS 속도검층(SPS) 및 다운홀 등의 시험을 수행하였으며, SPT와 SPS 속도검층 결과로부터 지층별 전단파 속도를 분석하였다. 본 연구대상 지역에서 측정된 전단파 속도를 점성토와 풍화토로 나누어 분석하여 지반강도와 전단파속도와의 상관관계로부터 경험식을 제안할 수 있었는데, 점성토에서는 여러 학자들에 의하여 기존에 제안된 경험식과 유사한 결과를 나타내었으나 풍화토에서는 기존 경험식에 의한 값과 연구대상 지역에서 측정한 실측값과는 다소 차이가 있음을 확인하였다. 아울러 연구 대상지역에 대한 전단파 속도의 깊이에 따른 영향을 제시하였고 이 결과를 Ohta 등(1978)의 경험식과 비교, 검토하였다.

• 전기학회논문지P
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• 제58권4호
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• pp.588-591
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• 2009

We had experimental studies of microwave output generator. We experimented with a corrugate-shped K-band slow wave guide in the backward wave oscillator. It generated output 표 interaction between electron beam's generation and magnetic field. We estimated oscillation frequency at 24GHz by changing propagation velocity and group velocity. We identified movement by second harmonic of Cherencov interaction and slow cyclotron mode. In our study we achieved oscillation stabilization, generation of long pulse, improvement of oscillation efficiency and output.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.208-212
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• 2010

The high-speed railway consists of tracks, gravel ballast and subgrade, and the dynamic load is passed to subgrade through track and gravel ballast. The relaxation condition of the gravel ballast is able to be evaluate relatively and to be repaired through a continuous management, but it is difficult to evaluate the condition of subgrade, which is final part of supporting dynamic load and to repair it when made a problem. The gravel ballast and subgrade are evaluated by determining shear wave velocity. To evaluate ballast and subgrade, a good method to determine shear wave velocity is a non-destructive experiment such as surface wave tests providing a prompt experiment because an experiment in railway has a lot of tests which are carried out following railway directions and needs to prevent damage of the system. In general, a railway has limitation of an experimental space by narrow width, sleeper and etc., and background noise by a reflector exists. The existing surface wave tests need a minimum space, and it is difficult to get a reliable test results on account of background noise effect. Therefore, it is difficult or impossible to apply to existing surface wave test of subgrade and ballast. In this study, the HWAW method is applied to determine a shear wave velocity profile of the underground. The HWAW method is the experiment which is able to be carried out on a narrow space, and it determines share wave velocity of a site by measuring the wave from surface sources on the same spot. In addition, it removes effects of background noise accordingly to a signal processing using harmonic wavelet transforms, so it is useful to evaluate subgrade of a high-speed railway in the narrow space and the situation of background noise. In order to check an application of the HWAW method, an experiment is carried out on a high-speed railway field and a test result is compared to boring results.

• 한국지반공학회논문집
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• 제19권4호
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• pp.299-310
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• 2003

SASW 실험으로 지반의 전단강성 구조를 구하는 해석과정에 있어서 위상속도의 계산은 SASW 실험의 신뢰도를 좌우하는 매우 중요한 단계이다. 기존의 SASW 자료 분석기법 중 위상속도의 계산은 전문가적 경험을 이용한 위상각 스펙트럼의 분석이 선행되어야 하는데, 위상각 스펙트럼 분석 과정의 난해성은 SASW 기법의 일반화에 장애가 되어 왔었다. 본 연구에서는 SASW 기법에 적용가능하고, 위상속도 계산에 전문가적 경험을 배제할 수 있으며, 자동화함으로써 효율성을 제고할 수 있는 위상속도 계산 기법을 제안하였다. 본 연구에서 제안한 기법은 다층구조 지반에서의 표면파의 주파수파수 특성을 이용하였으며, 그 개념에 기초하여 주파수파수 기법(Frequency-Wave Number Technique)이라고 하였다. 본 연구에서 제안한 기법의 신뢰성을 검증하기 위하여, SASW 수치실험을 수행하였다. 그리고 SASW 수치실험에 의해 구한 이론 전달함수로부터 위상속도를 계산하여, 위상각전개법으로 구한 위상속도와 비교 검토하였다. 또한, 경기도$\bigcirc$$\bigcirc$ 지구에서 수행한 SASW 실험자료에 대해 본 연구에서 제안한 기법을 적용하여 현장적용성 및 실용성을 확인하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.442-451
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• 2008

The evaluation of field degree of consolidation on soft clays has been an important problem in geotechnical areas. Monitoring either settlements or pore water pressures has been widely applied in the filed, but occasionally they have some problems. This study addresses the suggestion and application of another method for evaluating the degree of consolidation using shear wave velocities. A research site where soft clay layers were consolidated by surcharging loads was chosen. Laboratory tests were performed to determine the relation between shear wave velocity and effective stress. Field seismic tests were conducted several times during the consolidation of the clay layers. The tests results show that the shear wave velocity increased significantly as clays consolidated. The shear wave velocities at each field stress states were derived from the laboratory results and the degree of consolidation was evaluated by comparing the shear wave velocities obtained by laboratory and field seismic methods. In most stress states, the degree of consolidation evaluated using the shear wave velocity matched well with that obtained from field settlement record, showing the potential of applying the method using shear waves in the evaluation of field degree of consolidation on soft clay deposits.

• 한국해양공학회지
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• 제20권6호
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• pp.41-53
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• 2006

This experimental study investigated the flow characteristics for regular waves passing a rectangular floating structure in a two-dimensional wave tank. The particle image velocimetry (PIV) was employed to obtain the velocity field in the vicinity of the structure. The phase average was used to extract the mean flow and turbulence property from repeated instantaneous PIV velocity profiles. The mean velocity field represented the vortex generation and evolution on both sides of the structure. The turbulence properties, including the turbulence length scale and the turbulent kinetic energy budget were investigated to characterize the flow interaction between the regular wave and the structure. The results shaw the vortex generated near the structure corners, which are known as the eddy-making damping or viscous damping. However, the vortex induced by the wave is longer than the roll natural period of the structure, which presents the phenomena opposing the roll damping effect; that is, the vortex may increase the roll motion under the wave condition longer than the roll natural period.

• 한국추진공학회지
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• 제17권2호
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• pp.16-23
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• 2013

정상초음파장이 개재하는 메탄/공기 예혼합화염의 전파특성에 대한 당량비의 영향을 실험적 연구결과로 제시한다. 화염구조 가시화는 슐리렌 기법을 이용하였으며, 이미지 후처리를 통해 화염 전파 거동을 면밀히 관찰하였다. 정상초음파에 의한 화염 구조 변화가 연소반응을 촉진시켜 화염 전파속도를 증가시키는 것을 알 수 있었으며, 당량비가 증가할수록 정상초음파에 의한 화염전파속도의 증분은 감소하게 되고, 속도변화가 미미한 당량비 구간이 존재한다는 사실을 확인할 수 있었다.