• Journal of the Korean Statistical Society
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• 제12권1호
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• pp.18-23
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• 1983

Dwivedi, Srivastava and Hall(1980) derived the first and second moments of generalized ridge estimators. In this paper we consider the $m^{th}$ moment of a generalized ridge estimator and tabulate tis skewness measure.

• Structural Engineering and Mechanics
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• 제49권1호
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• pp.23-40
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• 2014

In this article, using finite element method of analysis (FEM), behavior of the endplate moment connection subjected to axial force and bending moment is investigated. In the FEM model, all the nonlinear characteristics such as material, geometry, as well as contact have been included. First, in order to verify the numerical model of the connection, an analysis of the endplate moment connection conducted without the application of the axial force. Results obtained from FEM indicating a close and good correlation with the experimental results. Then to investigate the influence of the axial forces, the connections subjected to axial forces as well as the bending moment are analyzed. To observe the overall effect of these actions, the momentaxial force interaction diagrams are drawn. It is observed that the presence of axial force even in a small value can change the behavior of the connection significantly. It is also shown that the axial forces can alter the failure mode of the connection; and therefore it could result in a different than the predicted moment capacity of the connection.

• 전산구조공학
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• 제5권4호
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• pp.113-124
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• 1992

토목구조물 설계에 있어서 가장 보편적으로 사용되고 있는 도로교에 대한 하중계수에 기초한 최적신뢰성해석모델을 제안하고, 또 총기대비용 최소화원칙에 기인한 최적하중-저항계수 및 최적 공칭안전율에 대한 이론적 근거를 제시하는 것이 본 연구의 주요내용이다. MFOSM과 AFOSM을 포함하는 주요 2차 모멘트신뢰성 이론을 비교분석함으로써 AFOSM의 근사식과 대수정규포근사식을 본 연구에서 제안하는 최적신뢰성 및 설계규준의 유도에 사용함이 적절하다는 것을 알 수 있었다.

• Structural Engineering and Mechanics
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• 제68권5호
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• pp.621-632
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• 2018

Soft-story buildings have bottom stories much less rigid than the top stories and are susceptible to earthquake damage. Therefore, the seismic design specifications need strict design considerations in such cases. In this paper, a four-story building was investigated as a case study and the effects of X-braces elimination in its lower stories studied. In addition, the possibility of replacement of the X-braces in soft-stories with equivalent moment resisting frame inspected in two different phases. In first phase, the stiffness of X-braces and equivalent moment-resisting frames evaluated using classic equations. In final phase, diagonals removed from the lowest story to develop a soft-story and replaced with moment resisting frames. Then, the seismic stiffness variation of moment-resisting frame evaluated using nonlinear static and dynamic analyses. The results show that substitution of braced frames with an equivalent moment-resisting frame of the same stiffness increases story drift and reduces energy absorption capacity. However, it is enough to consider the needs of building codes, even using equivalent moment resisting frame instead of X-Braces, to avoid soft-story stiffness irregularity in seismic design of buildings. Besides, soft-story development in the second story may be more critical under strong ground excitations, because of interaction of adjacent stories.

• 대한수학회논문집
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• 제39권2호
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• pp.437-460
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• 2024

In this paper we present the weighted shift operators having the property of moment infinite divisibility. We first review the monotone theory and conditional positive definiteness. Next, we study the infinite divisibility of sequences. A sequence of real numbers γ is said to be infinitely divisible if for any p > 0, the sequence γ^p = {γ^p_n}^∞_n=0 is positive definite. For sequences α = {α_n}^∞_n=0 of positive real numbers, we consider the weighted shift operators W_α. It is also known that W_α is moment infinitely divisible if and only if the sequences {γ_n}^∞_n=0 and {γ_n+1}^∞_n=0 of W_α are infinitely divisible. Here γ is the moment sequence associated with α. We use conditional positive definiteness to establish a new criterion for moment infinite divisibility of W_α, which only requires infinite divisibility of the sequence {γ_n}^∞_n=0. Finally, we consider some examples and properties of weighted shift operators having the property of (k, 0)-CPD; that is, the moment matrix M_γ(n, k) is CPD for any n ≥ 0.

• 정보처리학회논문지B
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• 제13B권1호
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• pp.7-14
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• 2006

본 논문에서는 영상의 1차 모멘트와 기저영상을 이용한 효율적인 얼굴인식 방법을 제안하였다. 여기서 1차 모멘트는 입력되는 얼굴영상의 중심 좌표를 계산하여 중심 이동하는 전처리로 인식에 불필요한 배경을 배제시킴으로써 인식성능을 개선하기 위함이다. 또한 기저영상은 얼굴의 특징으로 주요성분분석과 고정점 알고리즘의 독립성분분석을 각각 이용하여 추출하였다. 이는 2차와 고차의 통계성을 각각 고려한 중복신호의 제거로 인식성능을 개선하기 위함이다. 제안된 2가지 방법을 각각 64*64 픽셀의 48개(12명*4장) 얼굴영상에 적용하여 city-block, Euclidean, 그리고 negative angle의 3가지 거리 척도를 분류척도로 이용하여 실험하였다. 실험결과, 중심이동의 제안된 방법은 전처리과정을 거치지 않는 기존방법보다 우수한 인식성능이 있음을 확인하였다. 또한 제안된 중심이동의 독립성분분석이 중심이동의 주요성분분석보다 더욱 우수한 인식성능이 있음도 확인하였다. 특히 city-block이 Euclidean이나 negative angle의 거리척도보다 상대적으로 정확하게 유사성을 측정함을 알 수 있었다.

• 한국멀티미디어학회논문지
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• 제9권1호
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• pp.33-40
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• 2006

본 논문에서는 영상의 1차 모멘트와 고유벡터를 이용한 효율적인 얼굴인식 방법을 제안하였다. 여기서 1차 모멘트는 입력되는 얼굴영상의 중심좌표를 계산하는 것으로 이는 영상의 중심이동에 따른 전처리로 인식에 불필요한 배경을 배제시킴으로써 인식성능을 개선하기 위함이다. 고유벡터는 얼굴의 특징인 기저영상으로 주요성분분석을 이용하여 추출하였다. 이는 2차의 통계성을 고려한 중복신호의 제거로 인식성능을 개선하기 위함이다. 제안된 방법을 각각 320*243 픽셀의 60개(15명*4장) 얼굴영상에 적용하여 city-block, Euclidean, 그리고 negative angle의 3가지 거리 척도를 분류척도로 이용하여 실험하였다. 실험결과, 중심이동의 제안된 방법은 전처리과정을 거치지 않는 기존방법보다 45개의 시험영상에서 평균적으로 약 1.6배 정도의 우수한 인식률과 약 3.9배 정도의 정확한 분류가 가능함을 확인하였다. 특히 city-block이 Euclidean 이나 negative angle의 거리척도보다 상대적으로 정확하게 분류함을 알 수 있다.

• 대한기계학회논문집A
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• 제24권7호
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• pp.1801-1809
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• 2000

A study on the topology optimization of Hard-Disk-Driver(HDD) actuator arm in free vibration is presented. The purpose of this research is to increasse the natural frequency of the first lateral mode of the HDD actuator arm under the constraint of total moment of inertia, so as to facilitate the position control of high speed actuator am. The first lateral mode is an important factor in the position control process. Thus the topology optimization for 2-D model of the HDD actuator arm is considered. A new objective function corresponding to multieigenvalue optimization is suggested to improve the solution of the eigenvalue optimization problem. The material density of the structure is treated as the design variable and the intermediate density is penalized. The effects of different element types and material property functions on the final topology are studied. When the problem is discretized using 8-node element of a uniform density, the smoothly-varying density field is obtained without checker-board patterns incurred. As a result of the study an improved design of the HDD actuator arm is suggested. Dynamic characteristics of the suggested design are compared computationally with those of the old design. With the same amount of the moment of inertia, the natural frequency of the first lateral mode or the suggested design is subsequently increased over the existing one.

• Computational Structural Engineering : An International Journal
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• 제1권2호
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• pp.89-96
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• 2001

A study on the topology optimization of a Hard-Disk-Driver(HDD) actuator arm is presented. The purpose of the present wert is to increase the natural frequency of tole first lateral mode of the HDD actuator arm under the constraint of total moment of inertia, so as to facilitate the position control of the high speed actuator arm. The first lateral mode is an important factor in the position control process. Thus the topology optimization for 2-D model of the HDD actuator arm is considered. A new objective function corresponding to multieigenvalue optimization is suggested to improve the solution of the eigenvalue optimization problem. The material density of the structure is treated as the design variable and the intermediate density is penalized. The effects of different element types and material property functions on the final topology are studied. When the problem is discretized using 8-node element of a uniform density, tole smoothly-varying density field is obtained without checker-board patterns incurred. AS a result of 7he study, an improved design of the HDD actuator arm is suggested. Dynamic characteristics of the suggested design are compared computationally with those of the old design. With the same amount of the moment of inertia, the natural frequency of the first lateral mode of the suggested design is subsequently increased over the existing one.

• 한국연소학회:학술대회논문집
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• 한국연소학회 2000년도 제20회 KOSCO SYMPOSIUM 논문집
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• pp.122-132
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• 2000

Computational fluid dynamic simulation is performed for the floating turbulent premixed flames stabilized in stagnation flows of Cho et al. [1] and Cheng and Shepherd [2]. They are both in the wrinkled flamelet regime far from the extinction limit with $u'/S^{0}_{L}$ less than unity. The turbulent flux is given in the first moment closure as a sum of the classical gradient flux due to turbulent motions and the countergradient flux due to thermal expansion. The parameter $N_{B}'s$ are greater than unity with the countergradient flux dominant over the gradient flux. The countergradient flux is assumed to be zero in $\bar{c}<0.05$. The flame surface density is modeled as a symmetric parabolic function with respect to $\bar{c}$. The product of the maximum flame surface density and the mean stretch factor is considered as a tuning constant to match the flame location. Good agreement is achieved with the measured $\tilde{w}$ and $\bar{c}$ profiles along the axis in both flames.