• 한국측량학회지
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• 제33권6호
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• pp.497-506
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• 2015

Gravity variations due to the 2011 Tohoku (M9.0) earthquake, which occurred at the plate boundaries near the northeastern coast of Japan, were estimated through the GRACE spherical harmonic (Stokes) coefficients derived from the CSR. About -5 μGal gravity variation by the GRACE data was found in the back-arc basin area with respect to a reference gravity model. The mean gravity variations in the back-arc basin area and the Japan Trench area were -4.4 and -3.2 μGal in order. The small negative gravity variations around the Japan Trench area can be interpreted by both crustal dilatation and the seafloor topography change in comparison with the large negative gravity variations in the back-arc basin area by co-seismic crustal dilatation of the landward plate. From the results of the gravity variations, vertical displacements generated from relatively short wavelength caused by the earthquake were estimated by use of multi-beam bathymetric measurements obtained from JAMSTEC. The maximum seafloor topography changes of about ±50 m were found at west side of the Japan Trench axis by the earthquake. The seafloor topography change by the megathrust earthquake can be considered as the results of the landslide of the seafloor throughout the landward side.

• Structural Engineering and Mechanics
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• 제36권4호
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• pp.481-497
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• 2010

The shaking table tests were conducted on two small-scale models (Model 1 and Model 2) to examine the earthquake-induced damage of a concrete gravity dam, which has been planned for the construction with the recommendation of the peak ground acceleration of the maximum credible earthquake of 0.42 g. This study deals with the numerical simulation of shaking table tests for two smallscale dam models. The plastic damage constitutive model is used to simulate the crack/damage behavior of the bentonite-concrete mixture material. The numerical results of the maximum failure acceleration and the crack/damage propagation are compared with experimental results. Numerical results of Model 1 showed similar crack/damage propagation pattern with experimental results, while for Model 2 the similar pattern was obtained by considering the modulus of elasticity of the first and second natural frequencies. The crack/damage initiated at the changing point in the downstream side and then propagated toward the upstream side. Crack/damage accumulation occurred in the neck area at acceleration amplitudes of around 0.55 g~0.60 g and 0.65 g~0.675 g for Model 1 and Model 2, respectively.

• Earthquakes and Structures
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• 제9권1호
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• pp.111-126
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• 2015

In this study, the coupled effects of magnetic field, stress and thermal field on gravity waves propagating in a liquid layer over a solid surface are discussed. Due to change in temperature, initial hydrostatic stress and magnetic field, the gravity-sound Rayleigh waves can propagate in the liquid-solid interface. Dispersion properties of waves are derived by using classical dynamical theory of thermoelasticity. The phase velocity of gravity waves influenced quite remarkably in the presence of initial stress parameter, magneto-thermoelastic coupling parameter in the half space. Numerical solutions are also discussed for gravity-Rayleigh waves. In the absence of temperature, stress and magnetic field, the obtained results are in agreement with classical results.

• Advances in concrete construction
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• 제6권3호
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• pp.269-283
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• 2018

This study presents the effects of geometrical dimensions of concrete gravity dams on the seismic response considering different base width/dam height (L/H) ratios. In the study, a concrete gravity dam with the height of 200 m is selected and finite element models of the dam are constituted including five different L/H ratios such as 0.25, 0.5, 0.75, 1.00, 1.25. All dams are modeled in ANSYS software considering dam-reservoir-foundation interaction. 1989 Loma Prieta earthquake records are applied to models in upstream-downstream direction and linear time history analyses are performed. Dynamic equilibrium equations of motions obtained from the finite element models of the coupled systems are solved by using Newmark time integration algorithm. The seismic response of the models is evaluated from analyses presenting natural frequencies, mode shapes, displacements and principal stresses. The results show that the L/H ratios considerably affect the seismic response of gravity dams. Also, the model where L/H ratio is 1.00 has more desirable results and most appropriate representation of the seismic response of gravity dams.

• 천문학회지
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• 제39권4호
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• pp.125-128
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• 2006

In order to determine the precise effective temperature and surface gravity of warm stars, all synthetic spectral lines in the wavelength range of $4000-5700{\AA}$ with T=6000-7750 K, and log g=3.5, 4.0, and 4.5 for [M/H]=0.0, $V_{rot}$=10 km $s^{-1}$, and $V_{tubl}$=2 km $s^{-1}$ were calculated using the SYNSPEC package(Hubeny, et al., 1995) and the Kurucz(1995) model. Then, the depth-ratios for all line pairs were investigated and we selected two and six depth-ratios appropriate for the surface gravity and temperature indicators, respectively. We plotted six grids with X- and Y-axes for the depth-ratios of surface gravity and temperature, respectively, for the simultaneous estimation of these two atmospheric parameters. This method was applied to the spectum of $\delta$ Scu for the determination of its temperature and surface gravity simultaneously.

• 대한기계학회논문집A
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• 제28권5호
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• pp.511-516
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• 2004

The dynamic behavior of an automatic ball balancer (ABB) is studied considering the effects of gravity and angular velocity profiles. In this study, a physical model for an ABB installed on the Jeffcott rotor is adopted in order to investigate the effects of gravity and angular acceleration. The equations of motion for the rotor with ABB are derived by using Lagrange's equation. Based on derived equations, dynamic responses for the rotor are computed by using the generalized-o method. From the computed responses, the effects of gravity and angular velocity profiles on the dynamic behavior are investigated. It is found that the balancing of the rotor with ABB can be achieved regardless of gravity. It Is also shown that a smooth velocity profile yields relatively smaller vibration amplitude than a non-smooth velocity profile.

• 유통과학연구
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• 제6권1호
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• pp.47-62
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• 2008

2007년 중국 물류비용이 GDP에서 18.4%의 비중을 차지하고 2006년보다 18.2% 증가했다. 중국 물류비중과 증가추세를 감안할 때 효과적인 물류시스템구축과 운영이 중요한 과제로 인식되고 있으나 중국의 물적 유통시스템, 공급사슬관리에 관한 연구 성과는 미흡하다. 본 연구는 공급사슬관리의 생산요소 및 배송요소와 관련된 공장이나 창고 등 시설의 입지 문제를 다루었다. 본 연구는 기존의 단일 시설입지결정모형인 무게중심법과 수송계획법에 본 연구에서 제안한 수정무게중심법을 결합하여 새로운 복수시설의 입지결정모형을 제시하였다. 본 연구에서 제안한 새로운 복수시설 선정모형은 두 개 이상의 시설물 입지선정 문제에 활용할 수 있고 생산 및 서비스 시설, 유통 및 물류 시설 입지, 방송 및 통신위성의 위치, 무선통신탑의 입지 등에 활용할 수 있다.

• 대한조선학회논문집
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• 제51권5호
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• pp.435-449
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• 2014

The effects of the gravity field and the free surface on the cavity shape and the drag are investigated through a numerical analysis for the steady supercavitating flow past a simple two-dimensional body underneath the free surface. The continuity and the RANS equations are numerically solved for an incompressible fluid using a $k-{\epsilon}$ turbulence model and a mixture fluid model has been applied for calculating the multiphase flow of air, water and vapor using the method of volume of fluid and the Schnerr-Sauer cavitation model. Numerical solutions have been obtained for the supercavitating flow about a two-dimensional $30^{\circ}$ wedge in wide range of depths of submergence and inflow velocities. The results are presented for the cavity shape, especially the length and the width, and the drag of the wedge in comparison with those of the case for the infinite fluid flow neglecting the gravity and the free surface. The influences of the gravity field and the free surface on the aforementioned quantities are discussed. The length and the width of the supercavity are reduced and the centerline of the cavity rises toward the free surface due to the effects of the gravity field and the free surface. The drag coefficient of the wedge, however, is about the same except for shallow depths of submergence. As the supercavitating wedge is approaching very close to the free surface, it is found the length and the width of a cavity are shorten even though the cavitation number is reduced. Also the present result suggests that, under the influence of the gravity field and the free surface, the length of the supercavity for a certain cavitation number varies and moreover is proportional to the inverse of the submergence depth Froude number.

• 한국항행학회논문지
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• 제27권5호
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• pp.674-684
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• 2023

이 논문에서는 INS의 항법 정확도에 영향을 주는 중력 교란에 대한 실시간 예측기법으로 다층 퍼셉트론 모델을 제안하였다. 적합한 MLP 모델을 선정하기 위해서 학습 정확도 및 실행시간을 비교할 수 있게 신경망의 크기가 다른 4개의 모델을 설계하였다. 이 MLP 모델의 학습을 위해 해상 또는 육상의 지표면을 따라 이동하는 물체의 위치 및 중력교란 데이터를 사용하였으며, 중력교란 데이터의 계산은 2160차의 EGM2008을 SHM을 이용하여 이루어졌다. 학습 정확도 평가에서는 MLP4가 가장 우수한 것으로 확인 되었고, 이후 실행시간을 측정하기 위해 학습이 완료된 4개 모델의 가중치와 바이어스 항들을 INS의 내장형 컴퓨터에 저장하여 MLP 모델을 구현하였다. 4개 모델 중 MLP4의 실행시간이 가장 짧은 것을 확인할 수 있었다. 이러한 연구 결과는 향후 중력 교란 보상을 통한 INS의 항법 정확도를 향상시키는데 활용될 수 있을 것으로 기대된다.

• 한국지형공간정보학회:학술대회논문집
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• 한국지형공간정보학회 2004년도 추계학술발표대회 논문집
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• pp.5-10
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• 2004

도시 내 주민들은 경제, 문화생활 및 의식수준이 향상됨에 따라 도시정부에 대해 보다 다양하고 양질의 공공서비스를 요구하게 되었다. 주민들의 이러한 요구는 공공서비스 시설의 입지문제와 직결되는 것으로 도시의 입지결정 시 가장 중요한 고려사항 중의 하나는 공공서비스를 보다 저렴하고 편리하게 시민들이 이용할 수 있도록 제공함으로써 이용주민들의 복지를 극대화 시켜야한다는 점이다. 이러한 기본 목적을 충족시키기 위해서는 공공시설의 위치결정이 중요한 문제가 된다. 본 논문에서는 접근성 이론과 GIS 공간분석 기법을 접목하고 Gravity 모형을 이용하여 입지분석을 시행하여 연도별 최적입지의 변화추이를 살펴보고 신마포구청의 위치가 현마포구청과 비교했을 때 구청과 각 행정동 간의 상호작용관계를 평가하여 이전에 대한 타당성을 검토하였다. 이 입지분석을 위한 이론적 검토로서 공공서비스 시설의 입지이론에 대해 살펴보고 구청사의 입지 적정성을 객관적인 기준에 따라 평가할 수 있는 계량적인 입지분석 방법을 검토 정립하였다. 본 연구에서는 이론적인 근거를 실제 공공시설에 적용하기 위하여 마포구를 선정하였고, 구의 도시현황을 분석하고, 도로망, 인구추정을 통하여 관련자료를 수집하였다. 이를 토대로 정량적 분석을 통해 구청사 위치의 적정성에 대한 결론을 도출하였다.