• 지구물리와물리탐사
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• 제15권2호
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• pp.85-91
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• 2012

고유감쇠 분리를 위한 다중지연시간창(MLTW) 해석은 진원의 방사 형태에 크게 의존하여 제 1차 시간창의 분산이 매우 크다. 이를 보완하기 위하여 진원의 방위각에 따라 고르게 분포하는 많은 자료를 사용하여야 한다. 만일 진원함수를 알고 있는 자료를 이용하면 이용하면 이러한 오차를 줄이게 되어 적은 자료 및 방위각 분포에 상관없는 자료연구가 가능할 수 있다. Yoshimoto(2000)의 DSMC에 진원구조를 계산하는 알고리즘을 결합하여 MLTW 해석을 시도하였다. 진원함수를 고려한 MLTW법에서 같은 단층면해를 이용해야 하는 제약으로 최소자승을 이용할 수 있는 자료 수가 극히 제한된다. 따라서 진원구조 계산 알고리즘을 기존 다량의 자료를 이용하는 역산 방법에 적용하는 것이 불가능하다는 것을 확인하였다. 즉, 제1차 시간창의 분산이 줄어든 대신 완곡한 이론곡선을 구하기에는 자료가 턱없이 부족함을 확인하였다. 자료를 더 확보해야 한다는 일반적인 해결책 이외에, 새로운 제약조건을 부과하기 위한 연구가 필요할 것으로 사료된다.

• 대한기계학회논문집B
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• 제22권3호
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• pp.316-325
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• 1998

The objective of this study is to investigate the role of large-scale coherent structures in a spatially developing plane mixing layers. To achieve this, we have to look into the mutual interactions between three-dimensional large-scale coherent structures and the mean flow. Our attention will be focused on the energy exchange mechanism between the various modes, and the effects of the nonlinear evolution of the phases of the interacting modes. Linear stability of the three-dimensional viscous shear layer is formulated and solved as the basis for the solution of the nonlinear formulation based on the energy method. The importance of the initial conditions that may affect the evolution of the flow has been examined. It has been numerically calculated the nonlinear effects arising from the interactions among the three-dimensional large-scale coherent structures in a spatially developing plane mixing layers. The results of this study provide useful parametric information for the control of shear layer in practical applications in the mixing and transport augmentation.

• 대한기계학회논문집
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• 제19권10호
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• pp.2617-2629
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• 1995

The flow through a centrifugal compressor rotor was calculated using the quasi-3-dimensional and fully 3-dimensional Navier-Stokes solution methods. The calculated results, obtained during the development of the computer codes for both methods are discussed. In the inviscid quasi 3-dimensional analysis, stream function formulation was used for the blade to blade (B-B) plane calculations, and the streamline curvature method was used for the meridional (H-S) plane calculations. In the viscous 3-dimensional flow analysis, a control volume method based on a general rotating curvilinear coordinate system was used to solve the time-averaged Navier-Stokes equations, and a standard k-.epsilon. model was used to obtain eddy viscosity. The quasi-3-dimensional analysis reasonably predicts the pressure distributions and requires much less computation time in the region where viscous effects are not strong; however, it fails to predict velocity field and loss mechanism through the impeller passage. The viscous 3-dimensional flow analysis shows reasonable pressure distributions and typical jet-wake flow field through the impeller passage. Secondary flow and total pressure distributions on cross-sectional planes explain the loss mechanisms through the impeller.

• Advances in concrete construction
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• 제8권2호
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• pp.77-90
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• 2019

This paper aims to investigate vibration frequency decrease (vibration period elongation) of reinforced concrete (RC) structure with unreinforced infill wall and reinforced infill wall exposed to progressively increased artificial earthquake load on shaking table. For this purpose, two shaking table experiments were selected as a case study. Shaking table experiments were carried on 1:1 scaled prototype one bay one storey RC structure with infill walls. The purpose of this shaking table experiment sequence is to assess local behavior and progressive collapse mechanism. Frequency decrease and eigen-vector evolution are directly related to in-plane and out-of-plane bearing capacities of infill wall enclosure with reinforced concrete frame. Firstly, frequency decrease-damage relationship was evaluated on the base of experiment results. Then, frequency decrease and stiffness degradation were evaluated with applied Peak Ground Acceleration (PGA) by considering strength deterioration. Lastly, eigenvector evolution-local damage and eigenvector evolution-frequency decrease relationship was investigated. Five modes were considered while evaluating damage and frequency decrease of the tested specimens. The relationship between frequency decrease, stiffness degradation and damage level were presented while comparing with Unreinforced Brick Infill (URB) and Reinforced Infill wall with Bed Joint Reinforcement (BJR) on the base of natural vibration frequency.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2003년도 ICCAS
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• pp.197-202
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• 2003

This paper describes realtime walking based on sensory information. In this study, a biped robot having a trunk is considered. The motion of the trunk balances the whole body of the biped robot while the legs locomotes on the ground. How to calculate the motion of the trunk is proposed using the ZMP concept. Also, an online walking pattern is discussed which is generated in realtime on the basis of walking parameters selected by visual and auditory sensors. In order to realize biped walking, we have constructed a forty-three degrees of freedom biped robot, WABIAN-RV (WAseda BIped humANoid robot-Revised V). Its height is 1.89[m] and its total weight is 131.4[kg]. Various walking experiments using WABIAN-RV are conducted on the plane, and the validity of its mechanism and control is verified.

• 한국컴퓨터그래픽스학회논문지
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• 제21권5호
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• pp.37-44
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• 2015

본 논문에서는 전통적으로 삼차원 모델 복원에 사용되는 볼륨 기반 자료 구조의 한계점을 극복하기 위해 평면 해시 구조를 볼륨 구조와 상호보완적으로 사용하는 하이브리드 모델 표현을 제안한다. 실내 환경에 대한 삼차원 모델 복원은 좁은 공간에 대한 정밀한 복원 결과를 얻기 위해 볼륨 기반의 자료 구조를 사용하였으나, 이러한 볼륨 기반의 자료 구조는 메모리의 사용량이 많아 대규모 공간에 대한 삼차원 복원으로 확장이 용이하지 못하였다. 본 논문에서는 이러한 기존 삼차원 모델 복원의 확장성을 증가시키기 위해 메모리를 효율적으로 사용하는 평면 해시 모델 구조를 제안한다. 또한 이러한 제안된 평면 해시 모델 구조를 넓고 단순한 평면 복원을 위해 사요하고, 좁고 디테일한 공간 복원에는 기존 볼륨 구조를 동시에 사용하는 하이브리드 복원 방법을 사용한다. 제안된 기법은 GPU 상에서 구현되어 공간을 실시간으로 복원 가능하다.

• 대한토목학회논문집
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• 제14권4호
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• pp.923-932
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• 1994

얕은기초 및 깊은기초의 지지력에 관한 연구는 여러 분야에서 진전을 이루고 있으며, 다양한 파괴 모델에 따른 지지력 공식들이 발표되었다. 이들 모델들에 대한 얕은기초와 깊은기초의 근입깊이와 기초폭의 비에 따른 구분 방법은 명확하지 않고 지지력계수의 적용에 통일성이 없는 실정이다. 본 실험에서는 탄소봉을 이용하여 평면변형률 상태로 모형지반을 구성하고, 근입깊이에 따른 지반의 파괴 메카니즘과 지지력을 조사하였으며 이로부터 파괴형태에 따른 얕은기초와 깊은기초의 구분을 시도하였다. 또한 여러가지 기존의 기초 파괴형태를 실험으로 검증하였다.

• Journal of Mechanical Science and Technology
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• 제15권12호
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• pp.1741-1749
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• 2001

Recent studies of the structure of wall turbulence have lead to the development of a conceptual model that validates and integrates many elements of previous models into a relatively simple picture based on self-assembling packets of hairpin vortex eddies. By continual spawning new hairpins the packets grow longer in the streamwise direction, and by mutual induction between adjacent hairpins the hairpins are strained so that they grow taller and wider as they age. The result is a characteristic growth angle in the streamwise-wall normal plane. The spanwise growth of individual packets implies that packets must either merge or pass through each other when they come into contact. Direct numerical simulations of the growth and interaction of spanwise adjacent hairpins shows that they merge by the vortex connection mechanism originally proposed by Wark and Nagib (199). In this mechanism the quasi-streamwise legs of two hairpins annihilate each other, by virtue of having opposite vorticity, leaving a new hairpin of approximately double the width of the individuals. PIV measurements in planes parallel to the wall support this picture. DNS of multiple hairpins shows how the spanwise scale doubles when the hairpins form an array.

• 산업기술연구
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• 제18권
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• pp.7-16
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• 1998

This paper is an experimental study of investigating the reinforcing effect and the behavior of cohesionless slope installed with reticulated root pils. Reduced scale model tests with plane strain conditions were performed to study the behavior of the strip footing located on the surface of cohesionless slopes reinforced with root piles. Model tests were carried out with Jumunjin Standard Sand of 45% relative density prepared by raining method to have an uniform slope foundation during tests. Slope of model foundation was 1 : 1.5 and a rigid model slop. Parametric model tests were performed with changing location of model footing, arrangements of root piles and angles of pile installation. On the other hands, the technique with camera shooting was used to monitor sliding surface formed with discontinuty of dyed sand prepared during formation o foudation. From test results, parameters affecting the behavior of model footing were analyzed qualitatively to evaluate their effects on the characteristic of load - settlement, ultimate bearing capacity of model footing and failure mechanism based on the formation of failure surface.

• 대한전자공학회논문지TC
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• 제40권8호
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• pp.318-330
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• 2003

The advantages of "VPN over Internet" are cost-effectiveness and flexibility However, the disadvantages are the lack of sufficient QoS mechanism and transmission capacity for high bandwidth service. Given this increasing demand for high bandwidth Internet and QoS assurances in "PN over Internet", IP/GMPLS based control plane combined with a high bandwidth capacity of DWDM optical network is seen as a very favorable approach for the realization of future "OVPN over IP/GMPLS over DWDM" Within OVPN for providing QoS guaranteed multimedia service over the NGOI(Next Generation Optical Internet) based on the "IP/GMPLS over DWDM" concept, differentiated QoS framework is one of the key issues to implement OVPN over DWDM-based NGOI. Keeping in mind that IETF(Internet Engineering Task Force) and ITU-T(International Telecommunication Union) are standardizing IP/GMPLS over DWDM protocol framework as a solution for the NGOI, in this paper, we suggest Optical-LSP establishment and QoS maintenance scheme based on DOQS(Differentiated Optical QoS Service) classes, which are the key issue of DOQS protocol framework for assuring end-to-end QoS in "OVPN over IP/GMPLS over DWDM".