• Communications for Statistical Applications and Methods
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• 제10권2호
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• pp.257-266
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• 2003

Distribution-free estimation methods are proposed for slope, $\beta$ in the simple linear regression model. In this paper, we suggest the point estimators using the sequential slope based on sign test and Wilcoxon signed rank test. Also confidence intervals are presented for each estimation methods. Monte Carlo simulation study is carried out to compare the efficiency of these methods with least square method and Theil´s method. Some properties for the proposed methods are discussed.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.193-200
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• 2000

Numerical analysis of slope stability is presented using slice method, static seismic analysis methods, and earthquake response analysis methods. Static seismic force is considered as 0.2g while vertical static seismic force is not considered in analysis. For earthquake response analysis, Hachinohe-wave is applied. Safety factor calculated using slice method for failure surface. Calculating methods are Bishop's method and Janhu's method. Static seismic analysis was applied using Mhor-Coulomb model and earthquake response analysis was applied using non-linear elastic model.

• Structural Engineering and Mechanics
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• 제41권3호
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• pp.339-348
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• 2012

The slope stability analysis is usually done using the methods of calculation to rupture. The problem lies in determining the critical failure surface and the corresponding factor of safety (FOS). To evaluate the slope stability by a method of limit equilibrium, there are linear and nonlinear methods. The linear methods are direct methods of calculation of FOS but nonlinear methods require an iterative process. The nonlinear simplified Bishop method's is popular because it can quickly calculate FOS for different slopes. This paper concerns the use of inverse analysis by genetic algorithm (GA) to find out the factor of safety for the slopes using the Bishop simplified method. The analysis is formulated to solve the nonlinear equilibrium equation and find the critical failure surface and the corresponding safety factor. The results obtained by this approach compared with those available in literature illustrate the effectiveness of this inverse method.

• 자원환경지질
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• 제50권6호
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• pp.517-523
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• 2017

물의 두 안정동위원소인 산소와 수소의 선형관계는 물의 순환을 이해하는 데에 가장 기본으로 사용되는 방법이다. 선형관계의 기울기 및 절편은 물이 각 계를 이동하면서 어떠한 물리적 과정이 일어났는가를 지시할 수 있다. 선형관계를 파악하기 위하여 보통최소자승법(ordinary least squares method, OLS)이 사용되어 왔으나, 산소와 수소동위원소 모두 불확정성을 포함하고 있기 때문에 완전최소자승법(total least squares method, TLS)이 더 정확한 기울기와 절편을 제시할 수 있다. 본 연구에서는 남극 세종기지 주변의 눈과 융설의 안정동위원소 분석값과 Lee et al., (2013)에서 관찰된 국내 서해안의 수증기의 산소와 수소의 안정동위원소값을 이용하여 OLS와 TLS를 비교하였다. 남극 세종기지 눈 안정동위원소의 선형관계에서 기울기는 7.00(OLS), 7.16(TLS)이었으며, 수증기동위원소의 선형관계의 기울기는 7.75(OLS), 7.87(TLS)로 계산되었다. 세종기지 눈 안정동위원소값은 대부분의 눈 시료가 용융이 일어났음을 의미하여, 수증기동위원소 값은 해양에서 기원한 수증기가 직접 이동하였음을 알 수 있다. 두 방법으로 계산된 기울기 값은 물리적인 과정을 해석하는 데에는 큰 차이가 없음을 알 수 있다. 하지만, 지하수의 혼합과정을 이해하는 연구처럼 기울기의 절대값을 이용하는 연구에서는 기울기 값의 차이가 연구결과에 어떻게 영향을 미치는 가에 대한 연구가 필요할 것으로 판단된다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회(2)
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• pp.842-845
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• 2005

A method for the numerical simulation of two-dimensional free-surface flow resulting from the propagation of regular gravity waves over topography with arbitrary bottom shape is presented. The method is based on the numerical solution of the Euler equations subject to the fully nonlinear free-surface boundary conditions and the appropriate bottom, inflow and outflow conditions using a hybrid finite-differences and spectral-method scheme. The formulation includes a boundary-fitted transformation, and is suitable for extension to incorporate large-eddy simulation (LES) and large-wave simulation (LWS) terms for turbulence and breaking wave modeling, respectively. Results are presented for the simulation of the free-surface flow over two different bottom topographies, with constant slope values of 1:10 and 1:20, two different inflow wave lengths and two different inflow wave heights. An absorption outflow zone is utilized and the results indicate minimum wave reflection from the outflow boundary. Over the bottom slope, lengths of waves in the linear regime are modified according to linear theory dispersion, while wave heights remain more or less unchanged. For waves in the nonlinear regime, wave lengths are becoming shorter, while the free surface elevation deviates from its initial sinusoidal shape.

• 대한수학회논문집
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• 제17권1호
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• pp.103-120
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• 2002

A second order upwind method for linear hyperbolic systems is studied in this paper. The method approximates solutions as piecewise linear functions, and state variables and slopes of the linear functions for next time step are computed separately. We present a new method for the computation of slopes, derived from an upwinding difference for a derivative. For nonoscillatory solutions, a monotonicity algorithm is also proposed by modifying an existing algorithm. To validate our second order upwind method, numerical results for linear advection equations and linear systems for elastic and acoustic waves are given.

• 한국정보통신학회논문지
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• 제15권10호
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• pp.2093-2099
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• 2011

음성 신호와 자동차 엔진 배기음 등의 소음이 섞인 신호에서 통계적 방법을 이용하여 음성 신호와 자동차 소음 신호를 분리하였다. 분리된 신호에서 음성신호를 구분해 내기 위해 128개의 원소를 갖는 신호 조각의 연속으로 신호를 재구성하고 각 신호 조각에 대해 FFT를 구하였다. 각 신호 조각의 FFT 계수 중에서 저주파 영역의 일부 계수 중 계수 각각에 대해 각 신호 조각 사이의 자기 공분산을 구하고 이들을 평균하였다. 그리고 linear regression을 이용 하여 평균 자기 공분산 값들을 연결하는 직선의 방정식을 구한 후 이 직선의 기울기를 비교하여 음성 신호와 자동차 소음 신호를 구분하는 방법을 제안하고 유용성을 확인하였다.

• 한국해양공학회지
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• 제17권6호
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• pp.32-37
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• 2003

In this paper, finite element method is applied for the numerical analysis of wave height distribution. The mild-slope equation is used as the basic equation. The key of this model is to impose the effect of nonlinear waves. Numerical results are presented and agreed well with the results from experimental measurements and other numerical analysis. The present method to determine wave height distribution can be broadly utilized for the analysis of new harbor and port designs in the future.

• Structural Engineering and Mechanics
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• 제44권3호
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• pp.405-416
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• 2012

In this study the investigation of large deflections subject in compliant mechanisms is presented using homotopy perturbation method (HPM). The main purpose is to propose a convenient method of solution for the large deflection problem in compliant mechanisms in order to overcome the difficulty and complexity of conventional methods, as well as for the purpose of mathematical modeling and optimization. For simplicity, a cantilever beam of linear elastic material under horizontal, vertical and bending moment end point load is considered. The results show that the applied method is very accurate and capable for cantilever beams and can be used for a large category of practical problems for the aim of optimization. Also the consequence of effective parameters on the large deflection is analyzed and presented.

• International Journal of Aeronautical and Space Sciences
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• 제14권1호
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• pp.85-90
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• 2013

This paper presents a study on terrain referenced navigation (TRN). The extended Kalman filter (EKF) is adopted as a filter method. A Jacobian matrix of measurement equations in the EKF consists of terrain slope terms, and accurate slope estimation is essential to keep filter stability. Two slope estimation methods are proposed in this study. Both methods are based on the least-squares approach. One is planar regression searching the best plane, in the least-squares sense, representing the terrain map over the region, determined by position error covariance. It is shown that the method could provide a more accurate solution than the previously developed linear regression approach, which uses lines rather than a plane in the least-squares measure. The other proposed method is weighted planar regression. Additional weights formed by Gaussian pdf are multiplied in the planar regression, to reflect the actual pdf of the position estimate of EKF. Monte Carlo simulations are conducted, to compare the performance between the previous and two proposed methods, by analyzing the filter properties of divergence probability and convergence speed. It is expected that one of the slope estimation methods could be implemented, after determining which of the filter properties is more significant at each mission.