• 대한수학교육학회지:수학교육학연구
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• 제27권3호
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• pp.375-389
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• 2017

본 연구에서는 연속성 개념에 대한 학교수학에서의 정의와 학문수학에서의 정의 사이의 차별성과 상호연결성을 네 가지 관점에서 분석하고 있다. 이에 따르면, '한 점에서의 연속 불연속'의 정의가 학교수학에서는 극한 과정에 의존하고 있고, 학문수학에서는 정의역의 위상에 의존하고 있다. 학교수학에서는 정의역이 하나의 구간이나 구간들의 합집합인 함수에 한하여 연속함수인가를 판정할 수 있으나, 학문수학에서는 어떠한 함수에 대해서도 연속함수인가를 판정할 수 있다. 본 연구에서는 이러한 결과에 근거하여, 학교수학에서의 연속성 개념 취급과 관련하여 다음 두 가지 의견을 제시한다. 첫째, 극한 과정을 기반으로 한 학교수학에서의 국소적 연속성 개념으로 볼 때, 2009 개정 교과서에서 함수의 정의역에 속하지 않는 특정한 점에서 불연속을 취급하는 것은 적절하다. 이때 불연속점으로 무한 불연속점, 제거 가능한 불연속점과 도약 불연속점의 유형이 나타난다. 둘째, 일반적인 연속함수의 정의로 "함수 y = f(x)에서 정의역에 불연속점이 없으면, f을 연속함수라 한다."를 제안한다. 이 정의는 정의역에 속하지 않은 점에서의 불연속성의 판정을 허용하면서, 학문수학에서의 정의와 일관되게 연결된다.

• East Asian mathematical journal
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• 제39권2호
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• pp.119-139
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• 2023

Most of calculus and real analysis are concerned with the study on continuous functions. Because of self-sustaining concept caused by everyday language, continuity has difficulties. This kind of viewpoint is strengthened with that teacher explains continuity by graph drawn ceaselessly and so finally confused with mathematics concept which is continuity and connection. Thus such a concept image of continuity becomes to include components which create conflicts. Therefore, we try to analyze understanding of continuity on university students by using the concept image as an analytic tool. We survey centering on problems which create conflicts with concept definition and image. And we investigate that difference of definition in continuous function which handles in calculus and analysis exists and so try to present various results on university students' understanding of continuity concept.

• Journal of Applied and Pure Mathematics
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• 제5권1_2호
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• pp.1-8
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• 2023

This study is on a Boolean B or Boolean lattice L in abstract algebra with closed binary operation *, complement and distributive properties. Both Binary operations and logic properties dominate this set. A lattice sheds light on binary operations and other algebraic structures. In particular, the construction of the elements of this L set from idempotent elements, our definition of k-order idempotent has led to the expanded definition of the definition of the lattice theory. In addition, a lattice offers clever solutions to vital problems in life with the concept of logic. The restriction on a lattice is clearly also limit such applications. The flexibility of logical theories adds even more vitality to practices. This is the main theme of the study. Therefore, the properties of the set elements resulting from the binary operation force the logic theory. According to the new definition given, some properties, lemmas and theorems of the lattice theory are examined. Examples of different situations are given.

• 한국방사성폐기물학회:학술대회논문집
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• 한국방사성폐기물학회 2019년도 춘계학술논문요약집
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• pp.195-196
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• 2019

• Geomechanics and Engineering
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• 제5권5호
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• pp.485-497
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• 2013

The factor of safety is the most common measure of the safety margin for slopes. When the traditionally defined factor is used in kinematic approach of limit analysis, calculations can become elaborate, and iterative methods have to be used. To avoid this inconvenience, the safety factor was defined in terms of the work rates that are part of the work balance equation used in limit analysis. It was demonstrated for two simple slopes that the safety factors calculated according to the new definition fall close to those calculated using the traditional definition. Statistical analysis was carried out to find out whether, given normal distribution of the strength parameters, the distribution of the safety factor can be approximated with a well-defined probability density function. Knowing this function would make it convenient to calculate the probability of failure. The results indicated that the normal distribution could be used for low internal friction angle (up to about $16^{\circ}$) and the Johnson distribution could be used for larger angles ${\phi}$. The data limited to two simple slopes, however, does not allow assuming these distributions a priori for other slopes.

• Structural Engineering and Mechanics
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• 제62권3호
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• pp.365-372
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• 2017

Reliability analysis is a probabilistic approach to determine a safety level of a system. Reliability is defined as a probability of a system (or a structure, in structural engineering) to functionally perform under given conditions. In the 1960s, Basler defined the reliability index as a measure to elucidate the safety level of the system, which until today is a commonly used parameter. However, the reliability index has been formulated based on the pivotal assumption which assumed that the considered limit state function is normally distributed. Nevertheless, it is not guaranteed that the limit state function of systems follow as normal distributions; therefore, there is a need to define a new reliability index for no-normal distributions. The main contribution of this paper is to define a sophisticated reliability index for limit state functions which their distributions are non-normal. To do so, the new definition of reliability index is introduced for non-normal limit state functions according to the probability functions which are calculated based on the convolution theory. Eventually, as the state of the art, this paper introduces a simplified method to calculate the reliability index for non-normal distributions. The simplified method is developed to generate non-normal limit state in terms of normal distributions using series of Gaussian functions.

• 터널과지하공간
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• 제12권1호
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• pp.10-18
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• 2002

암반 구조물의 거동에 있어 지배적인 영향을 마치는 3차원 암반 절리계의 정의는 2차원 혹은 3차원 불연속 암반 거동의 예측을 위한 수치해석 시 매우 중요하다 .3차원 절리계의 정의에 있어 현실성을 높이기 위해서는 기본적인 절리 기하학적 속성에 대한 객관적이고 정확한 통계량 추정이 필수적이다. 이에 본 연구는 절리 기하학적 속성 중 절리 크기 및 밀집도를 중심으로 통계적 분석기법에 대해 제안하고 , 절리 크기 및 밀집도의 추정에 필요한 관계식을 유도하였다 .3차원 공간상에 위치하는 절리 기하는 위치, 크기, 밀집도, 방향의 결합된 형태로서 정의할 수 있다. 그러나, 조사방법 및 자료의 차원 한계 (dimensional limit)로 인해 3차원 기하학적 속성은 확률론적이다. 따라서, 절리 크기의 추정 시 차원 한계로부터 발생할 수 있는 여러 편향들을 보정하기 위한 기법을 논의하였고, 업체해석학적 기법을 도입하여 절리 크기의 통계량으로부터 3차원 밀집도를 유도하였다.

• 대한기계학회논문집A
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• 제28권5호
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• pp.524-531
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• 2004

To investigate relevance of the definition of the reference stress to estimate J and $C^{*}$ for surface crack problems, this paper compares FE J and $C^{*}$ results for surface cracked pipes with those estimated according to the reference stress approach using various definitions of the reference stress. Pipes with part circumferential inner surface crack and finite internal axial crack are considered, subject to internal pressure and global bending. The crack depth and aspect ratio are systematically varied. The reference stress is defined in four different ways using (i) the local limit load, (ii) the global limit load, (iii) the global limit load determined from the FE limit analysis, and (iv) the optimized reference load. It is found that the reference stress based on the local limit load gives overall excessively conservative estimates of J and $^{*}$. Use of the global limit load clearly reduces the conservatism, compared to that of the local limit load, although it can provide sometimes non-conservative estimates of J and $^{*}$. The use of the FE global limit load gives overall non-conservative estimates of J and $^{*}$. The reference stress based on the optimised reference load gives overall accurate estimates of J and $^{*}$, compared to other definitions of the reference stress. Based on the present finding, general guidance on the choice of the reference stress for surface crack problems is given.

• Computers and Concrete
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• 제10권5호
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• pp.541-555
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• 2012

This paper presents an algorithm for the evaluation of stresses in reinforced concrete sections under service loads. The algorithm is applicable to any section defined by polygonal contours and is based on an analytical integration of the stresses. The nonlinear behaviour of concrete is represented by the parabola-rectangle law used in the Eurocode-2 for the ultimate concrete design. An integrated definition of the strains in concrete and steel is possible by the use of Heaviside functions, similarly to what is done for ultimate section design in Barros et al. (2004). Other constitutive equations for the definition of the stresses in the concrete or steel can be easily incorporated into the code. The examples presented consist in the evaluation of resulting axial load and bending moment in an irregular section and in a section in L shape. The results, for service stresses, can also be plotted in terms of design abacus; a rectangular doubly reinforced section is presented as example.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2007년도 심포지엄 논문집 정보 및 제어부문
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• pp.258-260
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• 2007

Nowadays the automotive circuit design becomes more complicated a practical modern car circuit usually contains thousands of wires. So the error connection between connector and pins becomes more difficult to be located. This paper proposes a general way to locate all error wires in an automotive circuit design. Firstly, we give an exact definition of error wire to guide our job. This definition also composes the core part of our algorithm. Then we limit the area of the error wires by several steps. During these steps, we apply breadth-first search method to step over all wires under consideration of reducing time cost. In addition, we apply bidirectional stack technique to organize the data structure for algorithm optimization. This algorithm can get a result with all error wires and doubtful wires in a very efficient way. The analysis of this algorithm shows that the complexity is linear. We also discuss some possible improvement of this algorithm.