• Transactions of the Korean Society of Mechanical Engineers A
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• v.23 no.6 s.165
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• pp.1039-1047
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• 1999

It is necessary to evaluate the fatigue behavior of rail steel under the multi-axial stress state to assure the railway vehicle's safety. For this purpose, the stress analysis to investigate the crack initiation criteria, static failure and fatigue behavior under mixed-mode are performed. The stress analysis results show that the initiation of the transverse fissure depends on the maximum shear stress below the surface. For the mixed mode, the fatigue crack growth behavior which is represented by the projection crack length and comparative S.I.F, ${\Delta}K_v$, shows the more conservative results. Also, its rate is lower than that of the case of the mode I, and this difference decreases with increasing the stress ratio, R.

• Proceedings of the IEEK Conference
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• 2003.07e
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• pp.2172-2175
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• 2003

본 논문에서는 DC 억압능력이 없거나 부족한 코드에 만족할 만한 DC 억압능력을 갖도록 하기 위한 멀티모드코드 방식을 제안한다. 제안한 멀티모드코드는 데이터열의 다중화를 위해 Pseudo Scrambling Technique를 사용하며, 다중화 된 데이터열의 변조를 위해 DC-free RLL(d, k) Code를 사용하는 특징을 가진다. 제안한 방법에서는 Sync 코드워드의 패리티를 다중화 정보로 사용하여 입력데이터를 2개의 데이터 열로 다중화하고, 2개로 다중화 된 데이터 열에 대해 DC-free RLL(d, k) Code를 사용하여 코드워드로 변환하며, 코드워드로 변환된 2 개의 코드워드 열에 대해 DC 성분이 적은 코드워드 열 하나를 선택하여 변조 스트림으로 출력한다. 본 논문에서는 Sync 코드워드의 패리티를 다중화 정보로 사용하여 별도의 Redundancy를 부가하지 않고 DC 억압성능을 향상시킬 수 있었다.

• Proceedings of the Korean Information Science Society Conference
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• 2001.04a
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• pp.553-555
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• 2001

블라인드 등화기법은 별도의 훈련신호없이 효율적인 데이터 전송을 위한 등화기 탭 수정을 수행하는 방법이다. 본 논문에서는 이중 모드를 갖는 SCS-MMA 방법을 제안한다. 기존의 CMA와 MMA 기법들은 자승평균 오차함수(mean squared error function)를 기반으로 하는 포물선을 이루지 않는 비용함수를 사용하므로, 부적절한 국부 최소값으로 수렴할 수 있다. 제안하는 방법은 정규화된 MMA 등화 방법을 기반으로 수렴 속도의 개선과 요구되지 않은 국부 최소값으로의 수렴진행을 방지위해 SCS(soft constraint satisfaction) 알고리듬을 구현하였다. 또한, 입력 신호에 신뢰도를 주어 결정지향 알고리듬으로 자동 전환하는 방법을 적용한다. 이를 통해, 보다 빠른 수렴과 정상상태에서 결정지향 알고리듬에서와 같은 평균 오차값을 보장할 수 있다. 실험 결과 제안된 알고리듬이 기존의 방법들보다 수렴속도와 안정성에 있어 우수한 성능을 갖음을 볼 수 있다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2006.04a
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• pp.778-785
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• 2006

In this paper, two possible ways for mode shape expansion are proposed and opened for discussion for future use. The first method minimizes the modal flexibility error between the experimental and analytical mode shapes corresponding to the measured DOFs to find the multiplication matrix which can be treated as the least-squares minimization problem. In the second method, Normalized Modal Difference (NMD) is used to calculate multiplication matrix using the analytical DOFs corresponding to measured DOfs. This matrix is then used to expand the measured mode shape to unmeasured DOFs. A simulated simply supported beam is used to demonstrate the performance of the methods. These methods are then compared with two most promising existing methods namely Kidder dynamic expansion and Modal expansion methods. It is observed that the performance of the modal flexibility method is comparable with existing methods. NMD also have the potential to expand the mode shapes though it is seen more sensitive to the distribution of error between FEM and actual test data.

• Proceedings of the KSME Conference
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• 2003.11a
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• pp.1718-1723
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• 2003

This paper presents a computational method for deformation modes of a flexible body in multibody system from the experimental modal analysis and an efficient method for flexible multibody dynamic analysis by use of the modes. It is difficult to directly use experimental modal parameters in flexible multibody dynamic analysis. The major reasons are that there are many inconsistencies between experimental and analytical modal data and experimental noises are inherent in the experimental data. So two methods, such as, a method for ortho-normalization of experimental modes and the other one for mode expansion, are suggested to gain deformation modes of a flexible body from the experimental modal parameters. Using the virtual work principle, the equation of motion of a flexible body is derived. The effectiveness of the proposed method will be verified in the numerical example of cab vibration of a truck by comparing analysis and test results.

• Journal of the Society of Naval Architects of Korea
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• v.29 no.2
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• pp.103-114
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• 1992

A study result of buckling reliability is presented for the axially compressed imperfect elastic cylinder. Multi-mode analysis program is developed from Karman-Donnell Equation for the calculation of the buckling load of the cylindrical she1l. Geometric intial imperfection is approximated by double Fourier series of which coefficients are assumed random variables with jointly normal distribution characteristics. Crude Monte Carlo simulation technique is used to calculate the probabilistic failure properties of several cases with various imperfection Conditions.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.4A
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• pp.375-382
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• 2010

This paper presents the extraction of natural frequencies and mode shapes of a cable-stayed bridge using data acquired from GNSS. The response signals of 6 GNSS measuring points installed at the Seohae cable-stayed bridge are used for analysis of dynamic characteristics. Using normalization process and a third order Butterworth filter for the measured signals, the related pass band's signals have been isolated. Then, the acceleration data by double differentiation for these signals are obtained. Total five natural frequencies have been extracted by the fast Fourier transform and compared to the results of different studies. For the acceleration obtained from GNSS signals, the mode shapes of the bridge have been successfully extracted by TDD technique.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1998.04a
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• pp.392-398
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• 1998

In order to check the validity of nonlinear normal modes of continuous, systems by means of the energy-based formulation, we consider a beam with a nonlinear boundary condition. The initial and boundary e c6nsl of a linear partial differential equation and a nonlinear boundary condition is reduced to a linear boundary value problem consisting of an 8th order ordinary differential equations and linear boundary conditions. After obtaining the asymptotic solution corresponding to each normal mode, we compare this with numerical results by the finite element method.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1993.07a
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• pp.166-174
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• 1993

본 연구에서는 자유수면과 성층효과를 고려한 3차원 연안해수유동 수치모형을 개발하였다. 수치모형은 수심방향에 대해서 정규화된 좌표(c-coordinate)를 사용하며, 시간적분방법으로는 반음해법(semi-implicit)을 사용하여 계산시간의 효율성을 도모하였으며, 모드분리개념을 도입하여 내역항(Internal mode)에 대해서는 양해법을 사용하였으며, 외역항(External mode)은 수평방향 운동방정식과 연속방정식의 차분식으로부터 얻은 Poisson형태의 타도형 차분방정식을 Point-SOR법에 의하여 해석하였다. (중략)

• Journal of Environmental Science International
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• v.5 no.5
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• pp.619-633
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• 1996

Intraseasonal variability of the tropical convection over the Indian/western Pacific is studied using the Geostationary Meteorological Satellite high cloud amount. This study is directed to find the tropical-extratropical interaction in the frequency range of intraseasonal and interannual variabilities of the summer monsoon occured over the domain of 90E-171W and 495-50N. Especially, in order to investigate the intraseasonal interaction of last Asia summer monsoon associated with the tropical convections in the high cloud amounts, the spatial and time structure of the intraseasonal oscillation for the movement-and the evolution of the large-scale connections are studied. To describe the spatial and the time evolution, the extended empirical orthogonal function analysis is applied. The first mode may be considered to a normal structure, indicating that the strong convection band over 90E-120E is extended to sastward but this mode was detected as the intraseasonal variability during summer monsoon. It is found that the dominant intraseasonal mode of the tropical convection consists of the spatial changes over a broad period range centered around 40~50days.