• 대한수학회보
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• 제53권6호
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• pp.1697-1705
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• 2016

In this article, we consider the problem on finding non-degenerate nary m-ic forms having an $n{\times}n$ matrix A as a linear isomorphism. We show that it is equivalent to solve a linear diophantine equation. In particular, we find all integral ternary cubic forms having A as a linear isomorphism, for any $A{\in}GL_3({\mathbb{Z}})$. We also give a family of non-degenerate cubic forms F such that F(x) = N always has infinitely many integer solutions if exists.

• 대한수학회지
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• 제36권5호
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• pp.833-846
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• 1999

In this paper, we will study the relationship between the controlling factor of the solution to a difference equation and the solution of the corresponding differential equation. Many times the controlling factors are the same. But even the controlling factor of the two solutions may be different, we will discover a way to compute, for first order non-linear equations, the controlling factor of the solution to the difference equation using the solution of the differential equation.

• 대한지하수환경학회지
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• 제7권2호
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• pp.66-72
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• 2000

본 연구는 하천유량의 인위적 교란이 비교적 적은 쌍치유역에서 감수곡선식을 개발하기 위함이다. 이를 위하여 대상유역에서 관측 수문곡선을 토대로 총 34개의 감수구간을 선정하였으며, 이것을 이용하여 감수계수(0.86)와 감수곡선의 초기유량(0.40 ㎥/sec)를 산정하였다. 그리고 이들의 결과를 토대로 선형 및 비선형 감수곡선식의 매개변수를 결정하여 대상유역에서 감수곡선식을 산정하였다. 대상유역에서 산정한 선형 및 비선형 감수곡선식의 적합성을 판단하기 위하여 관측유량에 대한 상대오차 및 평균오차를 산정하여 이를 비교하였다. 그 결과 비선형 감수곡선식이 선형 감수곡선식에 비해 오차의 정도가 양호하게 나타났다.

• 대한수학회지
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• 제41권4호
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• pp.617-627
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• 2004

Let (equation omitted) denote the class of bounded linear Hilbert space operators with the property that $\midA^2\mid\geq\midA\mid^2$. In this paper we show that (equation omitted)-operators are finitely ascensive and that, for non-zero operators A and B, A (equation omitted) B is in (equation omitted) if and only if A and B are in (equation omitted). Also, it is shown that if A is an operator such that p(A) is in (equation omitted) for a non-trivial polynomial p, then Weyl's theorem holds for f(A), where f is a function analytic on an open neighborhood of the spectrum of A.

• 한국농공학회지
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• 제22권3호
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• pp.75-87
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• 1980

Most hydro]ogic phenomena are the complex and organic products of multiple causations like climatic and hydro-geological factors. A certain significant correlation on the run-off in river basin would be expected and foreseen in advance, and the effect of each these causual and associated factors (independant variables; present-month rainfall, previous-month run-off, evapotranspiration and relative humidity etc.) upon present-month run-off(dependent variable) may be determined by multiple regression analysis. Functions between independant and dependant variables should be treated repeatedly until satisfactory and optimal combination of independant variables can be obtained. Reliability of the estimated function should be tested according to the result of statistical criterion such as analysis of variance, coefficient of determination and significance-test of regression coefficients before first estimated multiple regression model in historical sequence is determined. But some error between observed and estimated run-off is still there. The error arises because the model used is an inadequate description of the system and because the data constituting the record represent only a sample from a population of monthly discharge observation, so that estimates of model parameter will be subject to sampling errors. Since this error which is a deviation from multiple regression plane cannot be explained by first estimated multiple regression equation, it can be considered as a random error governed by law of chance in nature. This unexplained variance by multiple regression equation can be solved by stochastic approach, that is, random error can be stochastically simulated by multiplying random normal variate to standard error of estimate. Finally hybrid model on estimation of monthly run-off in nonhistorical sequence can be determined by combining the determistic component of multiple regression equation and the stochastic component of random errors. Monthly run-off in Naju station in Yong-San river basin is estimated by multiple regression model and hybrid model. And some comparisons between observed and estimated run-off and between multiple regression model and already-existing estimation methods such as Gajiyama formula, tank model and Thomas-Fiering model are done. The results are as follows. (1) The optimal function to estimate monthly run-off in historical sequence is multiple linear regression equation in overall-month unit, that is; Qn=0.788Pn+0.130Qn-1-0.273En-0.1 About 85% of total variance of monthly runoff can be explained by multiple linear regression equation and its coefficient of determination (R2) is 0.843. This means we can estimate monthly runoff in historical sequence highly significantly with short data of observation by above mentioned equation. (2) The optimal function to estimate monthly runoff in nonhistorical sequence is hybrid model combined with multiple linear regression equation in overall-month unit and stochastic component, that is; Qn=0. 788Pn+0. l30Qn-1-0. 273En-0. 10+Sy.t The rest 15% of unexplained variance of monthly runoff can be explained by addition of stochastic process and a bit more reliable results of statistical characteristics of monthly runoff in non-historical sequence are derived. This estimated monthly runoff in non-historical sequence shows up the extraordinary value (maximum, minimum value) which is not appeared in the observed runoff as a random component. (3) "Frequency best fit coefficient" (R2f) of multiple linear regression equation is 0.847 which is the same value as Gaijyama's one. This implies that multiple linear regression equation and Gajiyama formula are theoretically rather reasonable functions.

• Structural Engineering and Mechanics
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• 제12권6호
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• pp.657-668
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• 2001

Fiber reinforced cementitious composites are nowadays widely applied in civil engineering. The postcracking performance of this material depends on the interaction between a steel fiber, which is obliquely across a crack, and its surrounding matrix. While the partly debonded steel fiber is subjected to pulling out from the matrix and simultaneously subjected to transverse force, it may be modelled as a Bernoulli-Euler beam partly supported on an elastic foundation with non-linearly varying modulus. The fiber bridging the crack may be cut into two parts to simplify the problem (Leung and Li 1992). To obtain the transverse displacement at the cut end of the fiber (Fig. 1), it is convenient to directly solve the corresponding differential equation. At the first glance, it is a classical beam on foundation problem. However, the differential equation is not analytically solvable due to the non-linear distribution of the foundation stiffness. Moreover, since the second order deformation effect is included, the boundary conditions become complex and hence conventional numerical tools such as the spline or difference methods may not be sufficient. In this study, moment equilibrium is the basis for formulation of the fundamental differential equation for the beam (Timoshenko 1956). For the cantilever part of the beam, direct integration is performed. For the non-linearly supported part, a transformation is carried out to reduce the higher order differential equation into one order simultaneous equations. The Runge-Kutta technique is employed for the solution within the boundary domain. Finally, multi-dimensional optimization approaches are carefully tested and applied to find the boundary values that are of interest. The numerical solution procedure is demonstrated to be stable and convergent.

• Kyungpook Mathematical Journal
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• 제21권1호
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• pp.71-74
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• 1981

In this paper a general third order differential equation encountered in the flow of fluids in general and hopefully elsewhere. Sufficient conditions for existence & uniqueness of its solutions are given.

• 한국지반환경공학회 논문집
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• 제11권12호
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• pp.63-74
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• 2010

우리나라 서, 남해안은 정규압밀 또는 약간 과압밀된 연약 점토층이 널리 분포하고 있다. 이러한 연약지반의 효율적이고 경제적인 설계와 시공을 위해서는 사전에 지반공학적 및 점토의 물리적 특성을 상세히 파악하는 것이 중요하다. 본 연구에서는 한반도 남해안 광양지역 해성점토에 대하여 자연함수비, 비중, 전체단위중량, 초기간극비, 액성한계, 소성한계, 활성도의 물리적 특성을 파악하고 토질정수간의 물리적 특성의 상관성을 규명하였다. 분석을 위하여 비교적 신뢰성이 크다고 볼 수 있는 대형 항만공사용 최근자료를 수집하여 이용하였다. 상관관계분석에서 선형회귀분석과 비선형회귀분석을 통하여 최적의 값을 도출하였다. 본 분석에 사용된 통계 소프트웨어는 SPSS(Version10.0)을 이용하였다. 분석결과 물리적 토질정수 사이의 선형및 비선형 회귀분석결과 함수비와 초기간극비의 상관성이 가장 큰 것으로 나타났으며 선형 및 누승형 회귀분석에서 동일한 결정계수를 나타내 주고 있다. 기타 다른 정수사이의 상관성은 누승식 및 지수승식 형태의 비선형 회귀분석이 선형회귀분석보다 양호한 상관성을 보여주고 있다.

• 한국지반환경공학회 논문집
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• 제9권4호
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• pp.37-45
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• 2008

우리나라 서, 남해안은 정규압밀 또는 약간 과압밀된 연약 점성토층이 널리 분포하고 있다. 이러한 연약지반의 효율적이고 경제적인 설계와 시공을 위해서는 사전에 공학적 특성을 상세히 파악하는 것이 중요하다. 본 연구에서는 한반도 남해안 해성점토에 대하여 자연함수비, 비중, 전체단위중량, 초기간극비, 액성한계, 소성한계, 활성도의 물리적 특성을 파악하고 토질정수간의 상관성을 규명하였다. 분석을 위하여 비교적 신뢰성이 크다고 볼 수 있는 대형 항만공사용 최근자료를 수집하여 이용하였다. 상관관계분석에서 선형회귀분석과 비선형회귀분석을 통하여 최적의 값을 도출하였다. 본 분석에 사용된 통계 소프트웨어는 SPSS(Version10.0)을 이용하였다. 분석결과 토질정수 사이의 선형및 비선형 회귀분석결과 함수비와 초기간극비의 상관성이 가장 큰 것으로 나타났으며 선형 및 누승형 회귀분석에서 동일한 결정계수를 나타내 주고 있다. 기타 다른 정수사이의 상관성은 누승식 및 지수승식 형태의 비선형 회귀분석이 선형회귀분석보다 양호한 상관성을 보여주고 있다.

• 한국수학교육학회지시리즈B:순수및응용수학
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• 제22권4호
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• pp.343-357
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• 2015

Using the fixed point method, we prove the Hyers-Ulam stability of lin- ear mappings in Banach modules over a unital C*-algebra and in non-Archimedean Banach modules over a unital C*-algebra associated with the orthogonally Cauchy- Jensen additive functional equation.