• Kyungpook Mathematical Journal
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• 제48권1호
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• pp.1-14
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• 2008

In this paper, we investigate the existence of solutions of second order impulsive neutral functional differential inclusions which the nonlinearity F admits convex and non-convex values. Some results under weaker conditions are presented. Our results extend previous ones. The methods rely on a fixed point theorem for condensing multivalued maps and Schaefer's fixed point theorem combined with lower semi-continuous multivalued operators with decomposable values.

• 한국농공학회지
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• 제40권5호
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• pp.91-99
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• 1998

The widespread use of thin shell structures has created a need for a systematic method of analysis which can adequately account for arbitrary geometric form and boundary conditions as well as arbitrary general type of loading. Therefore, the stress and analysis of thin shell has been one of the more challenging areas of structural mechanics. A wide variety of numerical methods have been applied to the governing differential equations for spherical and cylindrical structures with a few results applicable to practice. The analysis of axisymmetric spherical shell is almost an every day occurrence in many industrial applications. A reliable and accurate finite element analysis procedure for such structures was needed. Dynamic loading of structures often causes excursions of stresses well into the inelastic range and the influence of geometry changes on the response is also significant in many cases. Therefore both material and geometric nonlinear effects should be considered. In general, the shell structures designed according to quasi-static analysis may fail under conditions of dynamic loading. For a more realistic prediction on the load carrying capacity of these shell, in addition to the dynamic effect, consideration should also include other factors such as nonlinearities in both material and geometry since these factors, in different manner, may also affect the magnitude of this capacity. The objective of this paper is to demonstrate the dynamic characteristics of spherical shell. For these purposes, the spherical shell subjected to uniformly distributed step load was analyzed for its large displacements elasto-viscoplastic static and dynamic response. Geometrically nonlinear behaviour is taken into account using a Total Lagrangian formulation and the material behaviour is assumed to elasto-viscoplastic model highly corresponding to the real behaviour of the material. The results for the dynamic characteristics of spherical shell in the cases under various conditions of base-radius/central height(a/H) and thickness/shell radius(t/R) were summarized as follows : The dynamic characteristics with a/H. 1) AS the a/H increases, the amplitude of displacement in creased. 2) The values of displacement dynamic magnification factor (DMF) were ranges from 2.9 to 6.3 in the crown of shell and the values of factor in the mid-point of shell were ranged from 1.8 to 2.6. 3) As the a/H increases, the values of DMF in the crown of shell is decreased rapidly but the values of DMF in mid-point shell is increased gradually. 4) The values of DMF of hoop-stresses were range from 3.6 to 6.8 in the crown of shell and the values of factor in the mid-point of shell were ranged from 2.3 to 2.6, and the values of DMF of stress were larger than that of displacement. The dynamic characteristics with t/R. 5) With the thickness of shell decreases, the amplitude of the displacement and the period increased. 6) The values of DMF of the displacement were ranged from 2.8 to 3.6 in the crown of shell and the values of factor in the mid-point of shell were ranged from 2.1 to 2.2.

• 한국농공학회지
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• 제40권3호
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• pp.113-121
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• 1998

The widespread use of thin shell structures has created a need for a systematic method of analysis which can adequately account for arbitrary geometric form. Therefore, the stress analysis of thin shell has been one of the more challenging areas of structural mechanics. The analysis of axisymmetric spherical shell is almost an every day occurrence in many industrial applications. A reliable and accurate finite element analysis procedure for such structures was needed. In general, the shell structures designed according to quasi-static analysis may fail under conditions of dynamic loading. For a more realistic prediction on the load carrying capacity of these shell, in addition to the dynamic effect, consideration should also include other factors such as nonlinearities in both material and geometry since these factors, in different manner, may also affect the magnitude of this capacity. The objective of this paper is to demonstrate the dynamic characteristics of spherical Shell. For these purpose, the spherical shell subjected to uniformly distributed step load was analyzed for its large displacements elasto-viscoplastic dynamic response. The results for the dynamic characteristics of spherical shell in the cases under various conditions of base-radius/central height(a/H) and thickness/shell radius(t/R) were summarized as follows: 1. The dynamic characteristics with a/H, 1) As the a/H increases, the amplitude of displacement increased. 2) The values of displacement Dynamic Magnification Factor (DMF) range from 2.9 to 6.3 in the crown of shell and the values of factor in the mid-point of shell range from 1.8 to 2.6. 3) As the a/H increases, the values of DMF in the crown of shell is decreased rapidly but the values of DMF in mid-point of shell is increased gradually. 4) The values of DMF of hoop-stresses range from 3.6 to 6.8 in the crown of shell and the values of factor in the mid-point of shell range from 2.3 to 2.6, the values of DMF of stress were larger than that of displacement. 2. The dynamic characteristics with t/R, 1) With the decrease of thickness of shell decreses, the amplitude of the displacement and the period increased. 2) The values of DMF of the displacement were range from 2.8 to 3.6 in the crown of shell and the values of factor in the mid-point of shell were range from 2.1 to 2.2.

• Journal of Radiation Protection and Research
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• 제26권1호
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• pp.19-26
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• 2001

사고시 대기확산을 평가하기 위해서 USNRC Reg. Guide 1.145에 기초하여 개발된 PAVAN과 XOQAR 코드는 X/Q 값을 계산할 때, 누적빈도에 대하여 X/Q 값이 log-normal 용지에 그려진다. 이 그래프에서 가장 높은 X/Q 값으로부터 시작하여 이 점으로부터 10개의 X/Q을 포함하는 영역내의 모든 다른 점 사이의 경사를 비교하여 가장 작은 음의 경사를 갖는 선을 생성하는 계수들이 저장되며, 이 선의 끝점이 다음 영역의 시작점으로 이용되어 반복적으로 선이 그려진다. 이와 같이 그려진 선을 이용하여 누적빈도 0.5%, 5% 혹은 50%에 상응하는 X/Q 값이 계산되어, 사고 후 $0{\sim}2$ 시간의 X/Q 값으로 이용되며 매우 보수적인 경향을 갖게 된다. 본 논문에서는 퍼지 논리 추론계통을 이용하여 누적빈도에 대한 X/Q 값의 비선형 보간을 수행하였다. 퍼지 논리 추론계통은 비선형 보간을 위해 탁월한 방법으로 알려져 있다. 제안된 방법을 영광 원자력발전소의 잠재적 방사성물질 누출에 적용한 결과, 좀 더 현실적인 값을 제공하는 것으로 확인되었다.

• 소음진동
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• 제7권1호
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• pp.43-53
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• 1997

This paper investigated the practical use for measuring the structural intensity (power flow per width of cross section) in a uniform semi-infinite beam in flexural vibration. The structural intensity is obtained as a vector at a measurement point, One-dimensional structural intensity can be obtained from 4-point cross spectral measurement, or 2-point measurement on the assumption of far field. The measurement errors due to finite difference approximation and phase mismatch of accelerometers are examined. For precise measurements, it would be better to make the value of k$\delta$(wave number x space between accelerometers) between 0.5 and 1.0. Formulation of the relation between bending waves in structures and structural intensity makes it possible to separate the wave components by which one can get a state of the vibration field. Experimental results are obtained from 2- and 4-point measurement performed at 200mm (near field) and 400mm (far field) apart from excitation point in random excitation. the results are compared with the theoretical values and measured values of input power spectrum in order to verify the accuracy of structural intensity method, 2-point method is suggested as the practical structural intensity method.

• 조명전기설비학회논문지
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• 제20권5호
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• pp.1-8
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• 2006

일반적으로 공동주택의 조도를 측정하여 공간의 평균조도를 분석할 때 KS 5점법과 IES 4점법의 조도측정 및 평균조도 산출방법을 적용한다. 이 측정 방법들은 각각 측정점이 달라 평균값에 차이가 발생하기 때문에 정확한 분석을 위하여 공간의 특성과 재실자들의 활동을 고려하여 선택적으로 적용되어야 한다. 그래서 본 연구에서는 측정된 조도값과 시뮬레이션값을 비교함으로써 평균조도 산출법을 객관적으로 평가하였다. KS 5점법은 조명기구의 직하부 조도를 최대한으로 고려한 측정법으로 국부조도 평가에 적합하며, IES 4점법은 공간의 최대 및 최소 조도값의 배제를 통해 평균적 개념에 더욱 접근한 방법이라 할 수 있다.

• 한국안전학회지
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• 제34권1호
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• pp.34-39
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• 2019

Flash point is the important indicator to determine fire and explosion hazards of liquid solutions. In this study, flash points of n-propanol+n-hexanol and n-butanol+n-hexanol systems were obtained by Seta flash tester. The methods based on UNIFAC equation and multiple regression analysis were used to calculate flash point. The calculated flash point was compared with the experimental flash point. Absolute average errors of flash points calculated by UNIFAC equation are $2.9^{\circ}C$ and $0.6^{\circ}C$ for n-propanol+n-hexanol and n-butanol+n-hexanol, respectively. Absolute average errors of flash points calculated by multiple regression analysis are $0.5^{\circ}C$ and $0.2^{\circ}C$ for n-propanol+ n-hexanol and n-butanol+n-hexanol, respectively. As can be seen from AAE, the values calculated by multiple regression analysis are noticed to be better than the values by the method based on UNIFAC eauation.

• 한국화재소방학회논문지
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• 제20권3호
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• pp.29-34
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• 2006

인화점과 연소점은 가연성 물질의 잠재적인 화재 및 폭발 위험성을 결정하는데 중요한 연소 특성치들이다. 인화점은 가연성 액체에서 발생한 증기가 공기와 혼합하여 가연성 혼합기체를 형성하여 인화할 수 있는 액체의 최저 온도로 정의 한다. 연소점(fire point)은 가연성 액체 표면에 시험염(pilot flame)을 접촉시켰을 때 5초간 발염연소를 지속하는 액체의 온도를 말한다. 인화점은 여러 문헌에서 소개가 되고 있지만, 연소점은 연소의 지속성(sustenance)을 나타내는 중요한 자료임에도 불구하고 관련 문헌은 소수에 불과하다. 본 연구에서는 산류에 대해 Pensky-Martens 밀폐식 장치(ASTM-D93)와 Tag 개방식 장치(ASTM D1310-86)를 이용하여 하부인화점 및 연소점을 측정하였고, 측정된 값은 화학양론계수의 1.11배를 근거로 예측 값과 비교하였고, 제시된 식은 실험값과 잘 일치하였다.

• 응용통계연구
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• 제31권1호
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• pp.29-40
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• 2018

데이터를 수집함에 있어 여러 가지 이유로 결측이 발생하게 된다. 결측치는 분석 및 결과에 적지 않은 영향을 미치므로, 이를 해결하기 위해 결측치를 처리하는 다양한 방법들이 연구되었다. 반복 측정 자료에서 초기 시점의 측정값이 어떠한지에 따라서 뒤의 시점 측정값이 어느 정도 영향을 받을 수도 있을 것으로 생각된다. 하지만 기존 방법에서는 이러한 개념을 이용한 결측치 대체가 없었으므로 본 연구에서는 반복 측정 자료에서 초기 시점을 이용한 군집화 및 Kim과 Kim (2017)이 제안한 특성도를 이용하여 새로운 결측치 대체 방법을 제안하였다. 또한 여러 반복 측정 자료를 이용하여 Monte Carlo 모의실험을 통하여 기존 결측 대체 방법과 제안 방법의 여러 대체 성능을 비교해 보았다.

• 대한인간공학회지
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• 제31권6호
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• pp.757-764
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• 2012

Objective: The aim of this study is to find the optimal values of sliding factors which influence the mechanical emotion of users when they use sliding type mobile phones. Background: There are various researches that study the emotion of using mobile phones. They focus the correlation between emotion words and design factors and use the commercial products by the subjects in the experiment. However, it has a limit in finding the optimal point of emotional factors because we can search the restricted values in the mass production of the products. Therefore, we will find the optimal points by realizing the full range of the user's mechanical emotion. Method: First, we need to get the detailed factors which can describe the mechanical emotion in sliding up and down the mobile phone. Next, we find the control factors by considering the correlation between the factors of the sliding emotion and the possibility of quantitative design. To find the optimal points on the control factors, we make a sliding evaluation system which can help users feel the sliding mechanical emotion by realizing control factors. Finally, we find the optimal points by doing the experiment the system being used. Results: The critical values of the factors which are the main variables of this study are Open Max Force and Dead point Ratio. The optimal point of the Open Max Force is 200~250g/f, and the Dead point Ratio is 40~50%. Conclusion: In this study we develop the sliding evaluation system to realize the control factors of the sliding type phone and find the optimal values of the critical factors. Application: The results can be used as the criteria for designing sliding type phone.