• Journal of applied mathematics & informatics
• /
• 제27권5_6호
• /
• pp.1381-1395
• /
• 2009

Mixed type second order dual to the non-differentiable problem containing support functions is formulated and duality theorems are proved under generalized second order convexity conditions. It is pointed out that the mixed type duality results already reported in the literature are the special cases of our results.

• 터널과지하공간
• /
• 제5권2호
• /
• pp.104-113
• /
• 1995

Shear strength of the discontinuity on which the pre-failure of rock slope was occurred during surface excavation was measured through the direct shear test using core samples obtained in-situ. Internal friction angle was increased as the roughness of discontinuity surface(JRC) was increased. Results of the tilt test using core samples of higher JRC also showed very similar trend as those of the direct shear test. When the samples replicated from natural cores were used int he tilt test, results of friction angles showed almost perfect continuation of the residual friction angles from the direct shear test. However, when the gouge material existed in the discontinuity the internal friction angle strongly depended upon the rate of filling thickness to the height of asperity irrespective of the JRC. Based on the results of both direct shear test and tilt test internal friction angle and cohesion of discontinuity, which reflect the in-situ conditions fo pre-sliding failure and also can be used for the optimum design of support system, were assessed. Two kinds of support measures which were expected to increase the stability of rock slope were considered; lowering of slope face angle and installation of rock cable. But, it was found that the first method might lead to more unstable conditions of rock slope when the cohesion of discontinuity plane was negligibly low and in that case the support systems of any kind which could exert actual resisting force were needed to ensure the permanent stability of rock slope.

• 한국안전학회지
• /
• 제16권1호
• /
• pp.59-64
• /
• 2001

Even though there is a guideline for the required strength of pipe support in inspection, it does not mean the nominal strength which can be used for the form work design. And, Concrete Specification defines that the pipe support should be designed according to the steel design guidelines but the design details are not provided, such as buckling length and the sectional modulus, etc. For the better prediction of strength of pipe support, the slenderness ratio of support which reflects the boundary condition should be considered. In this paper, the elastic buckling formula based on the slenderness is derived. The formula contains the strength reduction factor that consider the strength deduction caused by initial lateral deformation and is 0.65 consistently regardless of boundary conditions. And the coefficient of effective buckling length is calculated from the experiment.

• 대한기계학회논문집A
• /
• 제25권4호
• /
• pp.555-563
• /
• 2001

Support dynamics are often important in rotordynamic analyses. It may well happen in real situation of machines such as centrifugal pumps or turbines operating on flexible structure. This paper presents the applications of the impedance coupling method and the improved rotor model for including the support effects on the interaction with the rotor. The impedance coupling techniques are based on the FRFs of each substructure. Its dynamic stiffness matrix can be assembled to generate the system matrix, which satisfy the constraint conditions in the connection coordinates. And, the improved rotor uses the simplified spring-mass models as support properties. The equivalent support models are directly incorporated into the finite element rotor model. To verify the suggested analytical procedures, the results are compared to those of the pump system.

• 한국공작기계학회:학술대회논문집
• /
• 한국공작기계학회 2005년도 춘계학술대회 논문집
• /
• pp.370-376
• /
• 2005

This paper is described the program algorithm which can easily estimate dynamics of test support system by using mathematica tool based on the finite element method. We can determine the geometry, dimensions of the test support system, through tool stated in this paper for a certain test conditions. As a result of computer simulation and manufactured test support system's experiment in oder to verify suggested program, the dynamics of the test support system was well correspondent each other.

• 생물환경조절학회지
• /
• 제17권3호
• /
• pp.188-196
• /
• 2008

본 연구는 소형 파이프하우스 설계시 구조계산에 필요한 지점조건을 구명하기 위하여 실물크기의 파이프 하우스에 환산된 적설하중 및 풍하중을 재하하여 온실의 붕괴양상과 변위 및 변형도를 측정하였으며, 측정값을 여러 가지 지점조건에 대해 구조해석한 값과 비교 분석하였다. 온실에 작용하는 적설 및 풍하중의 등분포 하중을 집중하중으로 환산할 때 환산된 집중하중의 개수별로 하중효과를 비교 분석한 결과, 적설하중의 경우 최소 2개 이상의 집중하중으로 환산하는 것이, 풍 하중의 경우 각각의 등분포된 수압면의 하중을 1개씩의 집중하중으로 환산하는 것이 등분포하중과 유사한 하중효과가 나타나는 것으로 분석되었다. 변형도의 변화를 분석한 결과 적설하중 작용시에는 예측된 바와 같이 처마부위에서 붕괴된 것으로 나타났으며, 풍하중 작용시에는 풍상측의 처마와 지점부위의 변형이 가장 크게 발생하였고 다음으로 풍하측의 처마와 곡부의 변형이 크게 발생하였으며, 가장 큰 변형을 나타낸 처마가 위험부위로 판단되었다. 응력과 변위에 따른 지점조건을 분석한 결과 지점조건에 따른 변위의 크기는 변위방향과 모델종류에 관계없이 모두 지면고정 <지하고정<지면힌지<지하힌지 순으로 나타났으며, 별도의 기초 없이 서까래를 땅속에 바로 매입하여 설치하는 소형 파이프 하우스의 구조설계시 지점조건을 매입깊이에서의 지하고정으로 하는 것이 바람직할 것으로 판단 되었다.

• PNF and Movement
• /
• 제11권2호
• /
• pp.95-102
• /
• 2013

Purpose : The purpose of this study was to investigate a plantar pressure distribution and the trajectory of the center of pressure on double limb support and single limb support according to level surface, air cushion, and aero step. Methods : 21 healthy adults participated in this study. The plantar pressure were assessed at three different surface conditions(on the level surface, air cushion, and aero step) on double limb support and single limb support. Testing orders were selected randomly. Results : Plantar pressure distribution show a significant difference contact area 1 and contact area 3 on double limb support and single limb support. The trajectory of the center of pressure show an significant difference anteroposterior(AP), mediolateral(ML), and total displacement on double limb support and single limb support. Conclusion : Through the use of soft surface as air cushion and aero step will be using the ankle strategy. This will be to strengthen the muscles around the ankle. Consequently, should help to improve stability and coordination.

• East Asian mathematical journal
• /
• 제31권3호
• /
• pp.371-377
• /
• 2015

We consider a nondifferentiable robust optimization problem, which has a maximum function of continuously differentiable functions and support functions as its objective function, continuously differentiable functions as its constraint functions. We prove optimality conditions for the nondifferentiable robust optimization problem. We formulate a Wolfe type dual problem for the nondifferentiable robust optimization problem and prove duality theorems.

• Journal of Mechanical Science and Technology
• /
• 제19권spc1호
• /
• pp.371-376
• /
• 2005

Relative contributions of lower extremity joints on the support moment were investigated in this study. Three-dimensional gait analyses were performed in normal walking and in unexpected step-down walking. For both gait studies, inverse dynamics were performed to obtain each joint moment of the lower extremity, which was applied to the forward dynamics simulation to determine the contributions on the support moment at different phases of walking. The forward dynamic simulation results showed that, in normal walking, the ankle plantar flexors contributed significantly during single-limb-support. However, the ankle plantar flexors, knee extensors and hip extensors worked together during double-limb-support. In unexpected step-down walking, the important contributors on the support of the body during single-limb-support were not only ankle plantar flexors but also knee extensors. This study, analyzing the relative contributions of the lower limb joint moments for the body support, would be helpful to understand different unexpected walking conditions and compensatory mechanisms for various pathological gaits.

• 문화기술의 융합
• /
• 제9권4호
• /
• pp.537-542
• /
• 2023

최근 도심지 주변으로 집중되는 신축구조물 및 공동구 확장 등과 같은 인접굴착공사로 인해 운영중인 철도 구조물의 변형이 발생되고 있다. 그러나 대부분 구조물에 대한 구조검토 및 보수보강에 집중되고 있으며 궤도에 대한 검토는 부족한 실정이다. 특히 토공노반 상 자갈궤도의 경우 노반과 도상자갈이 강결된 구조가 아니므로, 미소한 수준의 변형으로도 도상자갈 이완현상이 발생할 수 있다. 이는 침목 지지조건이 불안정한 조건으로 유도될 수 있으므로 충분한 안전성을 확보해야한다. 또한 불안정한 지지조건으로 열차탈선의 위험이 매우 높은 궤도형식이다. 따라서 본 연구에서는 노반 변형에 따른 자갈궤도의 변형특성과 궤도지지성능의 상관관계를 실험 및 해석적으로 입증하고, 자갈궤도의 상태 및 궤도지지강성을 평가할 수 있는 평가기법을 제시하고자 한다.