• 호남수학학술지
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• 제38권3호
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• pp.661-674
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• 2016

In [15] they introduced a new finite element method for accurate numerical solutions of Poisson equations with corner singularities, which is useful for the problem with known stress intensity factor. They consider the Poisson equations with homogeneous Dirichlet boundary condition, compute the finite element solution using standard FEM and use the extraction formula to compute the stress intensity factor, then they pose a PDE with a regular solution by imposing the nonhomogeneous boundary condition using the computed stress intensity factor, which converges with optimal speed. From the solution we could get accurate solution just by adding the singular part. This approach works for the case when we have the accurate stress intensity factor. In this paper we consider Poisson equations with mixed boundary conditions and show the method depends the accrucy of the stress intensity factor by considering two algorithms.

• East Asian mathematical journal
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• 제33권1호
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• pp.1-9
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• 2017

In [8] they introduced a new finite element method for accurate numerical solutions of Poisson equations with corner singularities, which is useful for the problem with known stress intensity factor. They consider the Poisson equations with homogeneous Dirichlet boundary condition, compute the finite element solution using standard FEM and use the extraction formula to compute the stress intensity factor, then they pose a PDE with a regular solution by imposing the nonhomogeneous boundary condition using the computed stress intensity factor, which converges with optimal speed. From the solution they could get accurate solution just by adding the singular part. This approach works for the case when we have the reasonably accurate stress intensity factor. In this paper we consider Poisson equations defined on a domain with a concave corner with Neumann boundary conditions. First we compute the stress intensity factor using the extraction formular, then find the regular part of the solution and the solution.

• 한국물환경학회지
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• 제25권4호
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• pp.494-501
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• 2009

Probabilistic Ecological risk assessment (PERA) is extensive approach to qualify and quantify risk on the multi species based on species sensitivity distribution (SSD). As a while, deterministic ecological risk assessment (DERA) considers the comparison of predicted no-effect concentration (PNEC) and predicted exposure concentration (PEC). DERA is used to determine if there is potential risk or no risk, and it doesn't consider the nature variability and the species sensitivity. But PERA can be more realistic and reasonable approach to estimate likelihood or risk. In this study, we compared PERA used in developed countries, and proposed PERA applicable for the Korean water environment. Taxonomic groups were classified as "class" level including Actinopterygill, Branchiopoda, Chlorophyceae, Maxillapoda, Insects, Bivalvia, Gastropoda, Secernentea, Polychaeta, Monocotyldoneae, and Chanophyceae in this study. Statistical extrapolation method (SEM), statistical extrapolation method $_{acutechronicratio}$ ($SEM_{ACR}$) and assessment factor method (AFM) were used to calculate the ecological protective concentration based on qualitative and quantitative levels of taxonomic toxicity data. This study would be useful to establish the PERA for the protection of aquatic ecosystem in Korea.

• Nuclear Engineering and Technology
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• 제46권1호
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• pp.101-108
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• 2014

About 40% of reactors in the world are being operated beyond design life or are approaching the end of their life cycle. During long-term operation, various degradation mechanisms occur. Fatigue caused by alternating operational stresses in terms of temperature or pressure change is an important damage mechanism in continued operation of nuclear power plants. To monitor the fatigue damage of components, Fatigue Monitoring System (FMS) has been installed. Most FMSs have used Green's Function Approach (GFA) to calculate the thermal stresses rapidly. However, if temperature-dependent material properties are used in a detailed FEM, there is a maximum peak stress discrepancy between a conventional GFA and a detailed FEM because constant material properties are used in a conventional method. Therefore, if a conventional method is used in the fatigue evaluation, thermal stresses for various operating cycles may be calculated incorrectly and it may lead to an unreliable estimation. So, in this paper, the modified GFA which can consider temperature-dependent material properties is proposed by using an artificial neural network and weight factor. To verify the proposed method, thermal stresses by the new method are compared with those by FEM. Finally, pros and cons of the new method as well as technical findings from the assessment are discussed.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1995년도 Proceedings of the Korea Automation Control Conference, 10th (KACC); Seoul, Korea; 23-25 Oct. 1995
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• pp.340-343
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• 1995

In this paper, we get a reduced order controller in $H^{\infty}$ mixed sensitivity problem with weighting functions. For this purpose, we define frequency weighted coprime factor of plant in $H^{\infty}$ mixed sensitivity problem and reduce the coprime factor using the frequency weighted balanced truncation technique. The we design the controller for plant with reduced order coprime factor using J-lossless coprime factorization technique. Using this approach, we can derive the robust stability condition and achieve good performance preservation in the closed loop system with reduced order controller. And it behaves well in both stable plant and unstable plant.t.

• 경영과정보연구
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• 제33권2호
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• pp.281-299
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• 2014

소비의 득실에 따라 구매를 결정하는 구매자성향을 고려하여 본 연구는 채널충성도를 설명하기 위해서 거래비용이론의 불확실성을 검토하고 적용하였으며 거래빈도와 신뢰를 통하여 채널과 소비자와의 관계를 입증함으로써 유통채널구조에 대한 폭넓은 이해를 제공하고자 하였다. 채널충성도를 검증함에 있어서 거래비용접근방법(transaction cost approach) 요인을 고려하여 입증하였다. 채널충성도를 설명하기 위해서 거래비용접근방법 요인 중 불확실성을 검토하고 적용하였으며 거래빈도와 신뢰를 통하여 유통채널과 소비자와의 관계를 입증함으로써 유통채널구조에 대한 폭넓은 이해를 제공하고자 하였다. 연구결과를 바탕으로 유통채널상에서 채널관리전략을 수립하는 기업들에게 실무적 시사점을 제공하고자 한다.

• 디지털융복합연구
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• 제14권3호
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• pp.465-471
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• 2016

본 연구는 대학 운동선수들의 인지된 자율성 인식과 성취동기간의 관계를 규명하기 위해 수행되었다. 서울 및 수도권에 재학 중인 운동선수들을 대상으로 25개 종목의 396명의 유효표본을 얻었으며, SPSS 18 프로그램과 AMOS 프로그램을 이용하여 기술통계, 탐색적 요인분석, 확인적 요인분석, 신뢰도 분석을 통하여 데이터를 정화하였고 이를 바탕으로 상관관계분석과 회귀분석을 통하여 자율성과 성취동기와의 관계를 검증하였다. 이러한 절차를 통한 결과는 자율성 인지에 있어서 남학생이 여학생보다 높게 인식하고 있었으며, 회귀분석결과 자율성 인지는 숙달접근과 수행접근의 접근 성향의 성취목표에 영향을 주는 것으로 나타났다.

• Journal of Welding and Joining
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• 제32권2호
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• pp.37-42
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• 2014

In this study, non-load-carrying fillet welded joints fabricated using EH grade-steel are evaluated with the structural stress approach. The thickness effect was investigated by a study on welded steel joints with thickness ranging from 25 to 80mm. As-welded joint for main plate thickness of 25 to 80mm, the fatigue strength is reduced gradually. On the other hand, in case of main plate thickness of 25 to 80mm, the structural stress concentration factor increases gradually. As a result, for structural stress approach, thickness effect is not required for correction. Based on these results, a new evaluation fillet welded joint for fatigue design purposes has been proposed FAT 125.

• Geomechanics and Engineering
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• 제23권1호
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• pp.1-13
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• 2020

To give a solution for seismic stability of tunnel faces subjected to earthquake ground shakings, the pseudo-dynamic approach is originally introduced to analyze tunnel face stability in this study. In the light of the upper-bound theorem of limit analysis, an advanced three-dimensional mechanism combined with pseudo-dynamic approach is proposed. Based on this mechanism, the required support pressure on tunnel face can be obtained by equaling external work rates to the internal energy dissipation and implementing an optimization searching procedure related to time. Both time and space feature of seismic waves are properly accounted for in the proposed mechanism. For this reason, the proposed mechanism can better represent the actual influence of seismic motion and has a remarkable advantage in evaluating the effects of vertical seismic acceleration, soil amplification factor, seismic wave period and initial phase difference on tunnel face stability. Furthermore, the pseudo-dynamic approach is compared with the pseudo-static approach. The difference between them is illustrated from a new but understandable perspective. The comparison demonstrates that the pseudo-static approach is a conservative method but still could provide precise enough results as the pseudo-dynamic approach if the value of seismic wavelengths is large or the height of soil structures is small.

• 한국산림과학회지
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• 제98권6호
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• pp.639-645
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• 2009

이 연구는 우리나라의 산악형 산림지대의 지형을 분류하기 위한 방안으로 TPI를 응용하기 위해 수행되었다. 이 방법을 적용하기 위해서는 지형특성에 적합한 기초분석단위로 scale factor들이 요구된다. 따라서 본 연구에서는 scale factor를 결정하기 위한 객관적으로 결정하기 위한 방안을 제시하였다. 즉, 산지의 기복 패턴를 반영하기 위한 scale factor를 결정하기 위해 음영기복도를 이용하여 제작된 지형성장곡선으로부터 기울기변화도 곡선을 작성하였다. 기울기변화도 곡선을 이용하여 기복의 변화량이 최대가 되는 지점을 찾고, 그 극대점에서의 grid 크기를 찾아 지형 분류를 위한 scale factor로 결정하였다. scale factor 결정 알고리즘의 적용성을 검토하기 위하여 지형특성이 다른 3곳의 산악지대에 대한 scale factor를 도출하고, 지형분류를 수행하였다. 이 방법에 따른 연구결과 scale factor는 지형기복이 심할수록 짧아지는 경향이 있음을 보여주었다. 또한 TPI를 이용하여 분류한 능선과 계곡의 수가 종단면도를 이용한 방법과 유사하게 나타났고, scale factor의 크기가 대상지역의 능선 간 평균거리와 일치하는 경향이 있음을 보여주었다.