• Structural Engineering and Mechanics
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• 제6권2호
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• pp.229-243
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• 1998

In this study, a theoretical method to analyze the vibration of a T-type Timoshenko frame is proposed. The effects of axial inertia, rotatory inertia and shear deformation of each branch are considered. The orthogonality of any two distinct sets of mode shape functions is also demonstrated. Vibration of the frame due to moving loads is studied by the method and the response characteristics of the frame are investigated. Furthermore, the effect of column length on the response of the frame is also studied.

• 한국산업융합학회 논문집
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• 제24권1호
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• pp.31-43
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• 2021

In this study, approximate design optimization using various meta-models was performed for the structural design of active type deck support frame. The active type deck support frame was newly developed to facilitate both transportation and installation of 20,000 ton class offshore plant topside. Structural analysis was carried out using the finite element method to evaluate the strength performance of the active type deck support frame in its initial design stage. In the structural analysis, the strength performances were evaluated for various design load conditions that were regulated in ship classification organization. The approximate optimum design problem based on meta-model was formulated such that thickness sizing variables of main structure members were determined by achieving the minimum weight of the active type deck support frame subject to the strength performance constraints. The meta-models used in the approximate design optimization were response surface method, Kriging model, and Chebyshev orthogonal polynomials. The results from approximate design optimization were compared to actual non-approximate design optimization. The Chebyshev orthogonal polynomials among the meta-models used in the approximate design optimization represented the most pertinent optimum design results for the structure design of the active type deck support frame.

• 호남수학학술지
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• 제45권4호
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• pp.610-618
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• 2023

In this paper, we obtain (k, m)-type slant helices for a null Cartan curve with the Bishop frame in Minkowski space E⁴₁.

• 재활복지공학회논문지
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• 제6권1호
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• pp.45-50
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• 2012

흉 요추 보조기는 후만증 관련 증상의 진행을 예방하고 통증을 완화시키기 위한 목적으로 노인성 후만증 환자의 재활을 위하여 이용되고 있다. 최근 다양한 형태의 흉 요추 보조기가 개발되고 있으나 생체역학적 효과에 관한 연구가 미흡한 실정이다. 따라서 본 연구에서는 세 가지 형태 (Type 1, one-connecting frame type; Type 2, two-connecting frame type; Type 3, all-in-one type)의 흉 요추 보조기와 몸통 (trunk)의 유한요소 모델을 구현하여 보조기 착용 후 운동성 변화에 따른 몸통에서의 압력 분포 및 보조기의 응력을 비교 분석하였다. 신전 운동 시 몸통에서 확인되는 압력의 분산은 일체형의 형태를 가지는 Type 3에 의해서 가장 고르게 이루어졌으며 connecting frame 형태의 Type 1과 Type 2의 압력 분포 패턴은 크게 차이가 나지 않았다. 보조기 착용에 따른 몸통의 운동성은 Type 2 ($11.3{\sim}13.9^{\circ}$), Type 1 ($12.1{\sim}15.4^{\circ}$)와 비교하여 Type 3 ($8.5{\sim}9.4^{\circ}$)에 의하여 가장 크게 제한되었다. 모든 Type의 보조기는 20% 미만의 파단 가능성을 보였다. 따라서, 보조기 착용에 따른 등압 분포 및 운동성의 결과로 미루어 볼 때, 일체형의 흉 요추 보조기가 후만증 환자 재활에 있어 높은 효과를 제공할 것으로 사료된다.

• 방송공학회논문지
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• 제18권3호
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• pp.342-348
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• 2013

본 논문에서는 적응적인 확장 블록을 사용하는 프레임율 증강 기법인 AEBME (Adaptive Extended Bilateral Motion Estimation)을 제안하고자 한다. 기존의 EBME (Extended Bilateral Motion Estimation) 알고리듬은 동일한 구역에 두 번의 움직임 예측을 수행함으로 인해 높은 계산량이 요구되었다. 본 논문에서는 영상의 edge 정보를 활용한 블록 유형의 일치 유무를 고려하여 EBME 수행여부를 결정함으로써 움직임 예측 과정을 보다 빠르게 수행하도록 하였다. 움직임 벡터 평활화 과정이 적용되어 움직임 벡터 필드 내의 이상 벡터를 찾아 수정한다. 최종적으로 OBMC (Overlapped Block Motion Compensation)와 MCFI (Motion Compensated Frame Interpolation)이 프레임 움직임의 성질에 따라 적용되어 중간 프레임을 보간하게 된다. 실험 결과를 통해 제안하는 알고리듬이 기존의 알고리듬인 EBME에 비해 향상된 성능과 빠른 속도를 보임을 알 수 있다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2011년도 추계 학술논문 발표대회
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• pp.171-172
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• 2011

Green column and green beam, key structural members of green frame, have the characteristics of post-lintel structure, thanks to the steel frame in the connection, enabling prompt and precise installation. The connection of green frame can be divided into 4 types, depending on its shape, and each type is associated with different characteristics and construction methods. Notably, as the connection between green columns have differing types and sequences of work, subject to the connection method in use, a connection method optimized for relevant site conditions need to be selected. Therefore, this study analyzed pros and cons of 4 different types of green frame connection methods. The results set forth herein will provide basic data for subsequent studies to comparatively analyze the performance and constructibility of different green frame connection methods.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2008년도 추계학술대회 논문집
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• pp.286-289
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• 2008

Mass of generator is one of the most important characteristic value especially direct drive type wind turbine. This paper introduce how to decease mass of generator rotor frame without declining generator performance. To obtain optimal design of rotor frame, sensitivity analysis using Taguchi method and RSM(response surface method) are have been performed.

• 건축역사연구
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• 제25권5호
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• pp.51-62
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• 2016

Since the recent Hanok boom in Korea, Contemporary Hanok has been evolving in terms of structure, space, form, etc. To get a comprehensive understanding of the diversified Contemporary Hanok, this paper aims at its type classification by analyzing architects' designs since 2000. The criteria for the classification are two: (1) renovation [Re] or new construction [New]; and (2) degree of Contemporary Hanok's deviation from the traditional Hanok's standard - maintaining the traditional form [Main]; changing space within the traditional form [Space]; changing the traditional frame [Frame]; and juxtaposing the traditional and the modern [Combi]. From the two criteria, this paper deduced eight types of Contemporary Hanok, named respectively: Re-Main, New-Main, Re-Space, New-Space, Re-Frame, New-Frame, Re-Combi, and New-Combi, and studied their cases. It can be argued that various aspects of Contemporary Hanok and their critical meanings were well-investigated through this type classification and case-studies.

• Journal of the Korean Wood Science and Technology
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• 제23권3호
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• pp.8-15
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• 1995

This analytical study was carried out to make quality and productivity up in designing the frame-type furniture with semi-rigid joint by understanding the mechanical and structural behavior of the joint and by evaluating the validity of application of the time-saving Finite Element Method to its structural analysis. Slope deflection equation for rigid joint was modified to describe the moment-rotation behavior of semi-rigid joint and the joint stiffness factor(Z) could be calculated to lessen the experimental expense. It was proved that Finite Element Analysis with imaginary elements having equivalent MOE to the semi-rigid joint could be the alternative method for the structural analysis of the frame-type furniture, comparing the internal rotation of the 2-dimensional beam-to-column model with two-pin(wooden dowel) from the finite element method with other available theoretical and experimental rotation value.

• 한국자동차공학회논문집
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• 제11권5호
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• pp.127-133
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• 2003

For the purpose of evaluation the damage repairability of a Frame Type Passenger vehicle which experienced a Low Speed 40% Offset front and rear Crash Test. tests were made according to the RCAR testing procedures. Test results concluded ; (1) The deceleration at C.G(center of gravity) off 6.9∼11.39 was similar to that for the vehicle. The airbag system was found to affect neither the passenger's safety nor the savings of the repairing costs. (2) In order to improve the repairability of the Frame Type Passenger vehicle after collision should be a higher crash performance of the bumper on the RCAR standards.