• 한국항해항만학회지
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• 제31권5호
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• pp.333-338
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• 2007

본 논문에서는 선박충돌사고의 주요한 원인이 되는 인적운항과실의 감소 및 효과적인 선박충돌회피를 지원하기 위해 새로이 제안된 '속력을 고려한 선박충돌회피지원 모델'을 기반으로 한 선박충돌회피지원 프로그램 개발에 관하여 연구하였다. 이 프로그램은 선행 연구에서 고려되지 않은 상대선박의 속력이 고려되었으며, 자선의 선회특성을 이용하여 상대선박의 침로, 속도에 대한 충돌회피 가능영역과 방법을 표시함으로써, 근접상황에서도 효과적인 충돌회피 조종을 지원할 것이다.

• 한국항공우주학회지
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• 제35권2호
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• pp.157-164
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• 2007

발사체 접속링은 위성체와 발사체간의 접속부로서 위성체에서 발생하는 모든 구조적 하중을 발사체로 전달시켜주는 역할을 하며, 가장 극심한 하중을 받는 부위 중의 하나이다. 특히, 통신해양기상위성은 비대칭적인 하중의 대형 연료탱크로 인해 발사체 접속링에 연료탱크 지지대라는 구조물이 필요하다. 본 논문에서는 통신해양기상위성의 초기설계단계에서 연료탱크 지지대의 적합한 형상을 결정하기 위한 연구를 수행하였다. 이를 위해 발사하중과 설계제한조건을 분석하고, 최적화 알고리즘과 구조물 단순화 기법을 사용하였다. 제안한 3가지 형상 중 Model 3이 하중감소에 있어 강점이 있었으나, 최종적으로 Model 1이 무게중심 조절 및 제작의 용이성 등을 고려할 때 통신해양기상위성을 위해 가장 적합하게 적용될 수 있을 것이다.

• Structural Engineering and Mechanics
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• 제2권4호
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• pp.369-381
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• 1994

This paper is concerned with the elastic buckling of cylindrical shells with internal rigid ring supports. The internal supports impose a zero lateral deflection constraint on the buckling modes at their locations. An automated Rayleigh-Ritz method is presented for solving this buckling problem. The method can handle any combination of end conditions and any number of internal supports. Moreover, it is simple to code and can yield very accurate solutions. New buckling results for cylindrical shells with a single internal ring support, and under lateral pressure and hydrostatic pressure, are given in the form of design charts. These results should be valuable to engineering designers.

• Kyungpook Mathematical Journal
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• 제59권4호
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• pp.603-615
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• 2019

Let R be an associative unital ring with an endomorphism α and α-derivation δ. The constant products of elements in Ore extension rings, when the coefficient ring is reversible, is investigated. We show that if f(x) = ∑ⁿ_i=0 a_ixⁱ and g(x) = ∑^m_j=0 b_jx^j be nonzero elements in Ore extension ring R[x; α, δ] such that g(x)f(x) = c ∈ R, then there exist non-zero elements r, a ∈ R such that rf(x) = ac, when R is an (α, δ)-compatible ring which is reversible. Among applications, we give an exact characterization of the unit elements in R[x; α, δ], when the coeficient ring R is (α, δ)-compatible. Furthermore, it is shown that if R is a weakly 2-primal ring which is (α, δ)-compatible, then J(R[x; α, δ]) = N iℓ(R)[x; α, δ]. Some other applications and examples of rings with this property are given, with an emphasis on certain classes of NI rings. As a consequence we obtain generalizations of the many results in the literature. As the final part of the paper we construct examples of rings that explain the limitations of the results obtained and support our main results.

• Advances in concrete construction
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• 제9권6호
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• pp.557-568
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• 2020

In this study, the impact of ring supports around the shell circumferential has been examined for their various positions along the shell axial length using Rayleigh-Ritz formulation. These shells are stiffened by rings in the tangential direction. For isotropic materials, the physical properties are same everywhere where the laminated and functionally graded materials, they vary from point to point. Here the shell material has been taken as functionally graded material. The influence of the ring supports is investigated at various positions. These variations have been plotted against the locations of ring supports for three values of length-to-diameter ratios. Effect of ring supports with middle layer thickness is presented using the Rayleigh-Ritz procedure with three different conditions. The influence of the positions of ring supports for clamped-clamped is more visible than simply supported and clamped-free end conditions. The frequency first increases and gain maximum value in the midway of the shell length and then lowers down. The Lagrangian functional is created by adding the energy expressions for the shell and rings. The axial modal deformations are approximated by making use of the beam functions. The comparisons of frequencies have been made for efficiency and robustness for the present numerical procedure. Throughout the computation, it is observed that the frequency behavior for the boundary conditions follow as; clamped-clamped, simply supported-simply supported frequency curves are higher than that of clamped-simply curves. To generate the fundamental natural frequencies and for better accuracy and effectiveness, the computer software MATLAB is used.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 추계학술대회 논문집(제1권)
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• pp.23-29
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• 2006

선박의 충돌회피 방법을 제시하는 관점에 있어, 두 선박의 조우각도에 따른 속력이 충분히 고려되어야 할 것이다. 하지만 선박의 충돌회피를 위해 새롭게 연구된 근접상황 선박충돌회피지원 모델의 Safe-Guard Ring 설정은 본선과 상대선박의 속력비가 약 1.7 이하로 제한되어 있으므로 제한된 범위 이외의 경우에서 충돌 위험이 존재 할 수 있다. 따라서 본 연구에서는 두 선박이 조우하는 각도 및 속력을 고려한 Safe-Guard Ring 설정을 연구함으로써 안전한 충돌회피 조종을 위한 선박충돌회피모델을 제시하고자 한다.

• Earthquakes and Structures
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• 제24권4호
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• pp.237-245
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• 2023

Based on novel Galerkin's technique, the theoretical study gives a prediction to estimate the vibrations of FG rotating cylindrical shell. Terms of ring supports have been introduced by a polynomial function. Three different laws of volume fraction are utilized for the vibration of cylindrical shells. Variation frequencies with the locations of ring supports have been analyzed and these ring supports are placed round the circumferential direction. The base of this approach is an approximate estimation of eigenvalues of proper functions which are the results of solutions of vibrating equation. Each longitudinal wave number corresponds to a particular boundary condition. The results are given in tabular and graphical forms. By increasing different value of height-to-radius ratio, the resulting backward and forward frequencies increase and frequencies decrease on increasing length-to-radius ratio. There is a new form of frequencies is obtained for different positions of ring supports, which is bell shaped. Moreover, on increasing the rotating speed, the backward frequencies increase and forward frequencies decreases.

• 한국항해항만학회지
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• 제30권10호
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• pp.779-785
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• 2006

선박의 충돌회피 방법을 제시하는 관점에 있어, 두 선박의 조우각도에 따라 속력이 충분히 고려되어야 할 것이다. 하지만 선박의 충돌회피를 위해 새롭게 연구된 근접상황 선박충돌회피지원 모델의 안전경계영역(Safe-Guard Ring) 설정은 본선과 상대선박의 속력비가 약 1.7이하로 제한되어 있으므로 제한된 범위 이외의 경우에서 충돌 위험이 존재 할 수 있다. 따라서 본 연구에서는 두 선박이 조우하는 각도 및 속력을 고려한 안전경계영역 설정을 연구함으로써 안전한 충돌회피 조종을 위한 선박충돌회피모델을 제시하고자 한다.

• 대한심미치과학회지
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• 제8권1호
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• pp.36-44
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• 1999

No one really doubts that the hottest area of dentistry in 21st century would most likely be 'implant'. With the support of a vast amount of research, implant has been successfully and rapidly absorbed into the field of general dentistry including private practitioners. For teeth with hopeless(or refractory) periodontitis or periapical pathosis, with no hesitation most dentists would think extraction as the sole treatment option followed by prosthodontic replacement possibly including implant. Not many dentists would take Trasplantation/Replantation as another treatment option for a particular condition. Dentistry is often more focused on 'Restoration' than 'Preservation' of natural dentition. 'Biologic Implant' is obviously much closer to the concept of 'Preservation'. Many different types of biologic implant system have been introduced to clinical dentistry so far. Many of those have failed to earn reasonable acknowledgement despite of the clinical success they brought. For some reason biologic implant has rather been alienated for long time. RPI(Ring Pin Implant) is designed to improve the prognosis and success rate of transplanted/replanted teeth. RPI is a Ti-based custom made implant system. It is fabricated either by electric casting or milling process. The major feature RPI gas is the 'ring & hole' structure. The hole should be no less than 1mm diameter to allow bone bridge formation thru it. The ring structure and bone bridge formation creates anti-torque activity, which largely increases the 'initial stability' of the transplanted/replanted teeth. It is also reported that RPI is beneficial in the aspect of resisting root resorption following replantation/transplantation procedure.

• 한국가스학회지
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• 제9권2호
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• pp.16-21
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• 2005

LNG저장탱크에서의 컴프레션링의 역할은 콘크리트 벽체에 고정되어 Steel 루프 플레이트를 연결지지 하는 것이다. 구체적으로는 한쪽 끝부분은 콘크리트 벽체에 묻혀 고정되며 다른 쪽 끝부분은 루프 플레이트와 용접 연결되어 중첩된다. 이러한 조건에서 예측되는 하중 조건인 자중, 내부압력 및 콘크리트 무게에 대한 충분한 안전성을 확보하도록 설계되어야 한다. 본 논문에서는 유한요소법과 실제 시공 시 계측을 통해 획득한 데이터를 이용하여 콘크리트 타설 시공에 따른 컴프레션링의 거동을 파악하였다. 또한 설계변수 변화에 따른 컴프레션링의 거동을 분석한 결과를 기본으로 하여 보다 합리적인 설계법을 제시 하고자 하였다.